{"meta":{"query_hash":"7e55336420ab","filters":{"topic":"Landfill Environmental Impact Studies"},"cohort_total":829,"direct_labels_cover":3,"predictions_cover":829,"exported":829,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/7e55336420ab","api":"https://metacan.xera.ac/api/v1/cohort?topic=Landfill+Environmental+Impact+Studies"},"results":[{"id":"W103333007","doi":"","title":"Use of BGM in the Diavik Diamond Mines Processed Kimberlite Containment Facility","year":2008,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Containment (computer programming); Environmental science; Geology; Mining engineering; Geotechnical engineering","score_opus":0.0441909706164153,"score_gpt":0.22822323534182823,"score_spread":0.18403226472541293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W103333007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890365,0.00023983314,0.002121552,0.000097018965,0.000008036894,0.00009800331,0.00034381603,0.000116277624,0.007939124],"genre_scores_gemma":[0.98829055,0.00022034322,0.006447269,0.00003500158,0.000001579547,0.00003920694,0.00037070608,0.000019197034,0.004576241],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99872005,0.00022779792,0.00006632788,0.00018449572,0.00060226093,0.00019909593],"domain_scores_gemma":[0.9992712,0.00008712672,0.00012049119,0.000113888855,0.0003071397,0.000100210535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008460944,0.00021509377,0.0002415368,0.00046239814,0.00086060545,0.00067238807,0.0007809853,0.0003261123,0.002088979],"category_scores_gemma":[0.0008933196,0.00016264257,0.00019829647,0.0004871157,0.00036742297,0.00045688,0.0007963265,0.00025729206,0.00071331393],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016192809,0.0008412728,0.16450351,0.00075052265,0.000056575886,0.0020729997,0.0025327385,0.005248071,0.29902634,0.0020695557,0.0033986524,0.51788044],"study_design_scores_gemma":[0.00010892519,0.012518546,0.4701967,0.00024009844,0.000090232505,0.0038726374,0.0049077566,0.0027257816,0.40594003,0.0004788944,0.09879254,0.0001277565],"about_ca_topic_score_codex":0.023305038,"about_ca_topic_score_gemma":0.061990023,"teacher_disagreement_score":0.023305038,"about_ca_system_score_codex":0.002639463,"about_ca_system_score_gemma":0.0022814102,"threshold_uncertainty_score":0.046338737},"labels":[],"label_agreement":null},{"id":"W1126393968","doi":"","title":"Computational Investigations of Large Strain Consolidation and Consolidation-Induced Contaminant Transport /","year":2014,"lang":"en","type":"article","venue":"eScholarship (California Digital Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; Queen's University; Colorado State University; University of California, San Diego; National Science Foundation","keywords":"Consolidation (business); Geotechnical engineering; Dewatering; Slurry; Environmental science; Geology; Materials science; Environmental engineering","score_opus":0.012637860208020553,"score_gpt":0.2177589358922703,"score_spread":0.20512107568424975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1126393968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9388806,0.0005146645,0.042589277,0.0007798486,0.00007987675,0.000108228254,0.0005190883,0.00022398334,0.016304402],"genre_scores_gemma":[0.9859217,0.00017367258,0.012070297,0.00005219547,0.000018237852,0.00007228085,0.0002764136,0.000030488756,0.0013847898],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997942,0.00004801989,0.000015142037,0.000033325687,0.000059362283,0.00005002501],"domain_scores_gemma":[0.99890614,0.00068434456,0.00014689578,0.00007738317,0.00012145762,0.00006367673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048229104,0.00074820546,0.0009932412,0.000680687,0.00077431445,0.0009105037,0.0011753433,0.0016166853,0.0019474465],"category_scores_gemma":[0.0018418202,0.00038197098,0.0007456093,0.00091227464,0.0011157815,0.0007670742,0.00077149464,0.00085151935,0.00014565895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006462046,0.00006995197,0.0019076102,0.0000516297,0.000014184579,0.00009865468,0.000031767966,0.99288416,0.0011848942,0.0019075274,0.00015321479,0.0016317775],"study_design_scores_gemma":[0.000007368669,0.000016804528,0.00029947617,0.000002595131,0.0000030715953,0.000008899932,0.000014128287,0.9990031,0.0003612377,0.00020916178,0.00007108252,0.0000031424577],"about_ca_topic_score_codex":0.018634245,"about_ca_topic_score_gemma":0.010956083,"teacher_disagreement_score":0.018634245,"about_ca_system_score_codex":0.00082704844,"about_ca_system_score_gemma":0.0013782909,"threshold_uncertainty_score":0.037051618},"labels":[],"label_agreement":null},{"id":"W12470447","doi":"10.2166/wst.2005.0567","title":"Anaerobic digestion as a sustainable solution for biosolids management by the Montreal Metropolitan Community","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; Biotechnology Research Institute","funders":"","keywords":"Biosolids; Anaerobic digestion; Greenhouse gas; Waste management; Biogas; Environmental science; Metropolitan area; Tonne; Sewage sludge; Methane; Municipal solid waste; Population; Environmental engineering; Biodegradable waste; Environmental protection; Sewage; Business; Engineering; Geography; Chemistry; Ecology","score_opus":0.006832510318347134,"score_gpt":0.23512732411351753,"score_spread":0.2282948137951704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W12470447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8770985,0.007869934,0.011128612,0.007140937,0.000118925964,0.00040736224,0.00071518344,0.00021918541,0.09530129],"genre_scores_gemma":[0.9779108,0.0016650906,0.005787793,0.00016073415,0.000009745325,0.00004829545,0.00016615684,0.0000111930985,0.014240109],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9995183,0.00015515645,0.000006656629,0.000034752902,0.00014884498,0.00013637735],"domain_scores_gemma":[0.99989307,0.000010620305,0.000012357884,0.0000060455627,0.00004484862,0.00003301752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007579485,0.00044288274,0.000115033705,0.00047447672,0.0015255669,0.0015572231,0.0005941415,0.00045712938,0.002710188],"category_scores_gemma":[0.00037662082,0.00015380023,0.00025494953,0.0006582927,0.0005710805,0.00046482566,0.00046422676,0.00029750145,0.00018975919],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019110582,0.0009250188,0.06640594,0.00072392606,0.00020555453,0.0028386377,0.0022930948,0.14631185,0.2158229,0.102194704,0.045021053,0.4153463],"study_design_scores_gemma":[0.00050009554,0.0014337728,0.11074049,0.0003678029,0.00024650214,0.00053362316,0.0066578053,0.14548765,0.14962196,0.015824974,0.5682257,0.00035955853],"about_ca_topic_score_codex":0.7915551,"about_ca_topic_score_gemma":0.91094744,"teacher_disagreement_score":0.2084449,"about_ca_system_score_codex":0.0109156575,"about_ca_system_score_gemma":0.013192494,"threshold_uncertainty_score":0.4193449},"labels":[],"label_agreement":null},{"id":"W1248902547","doi":"","title":"Laboratory measurements and predictive equations for gas diffusion coefficient of unsaturated soils","year":2002,"lang":"en","type":"other","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Saturation (graph theory); Diffusion; Soil water; Thermodynamics; Mineralogy; Chemistry; Physics; Environmental science; Soil science; Mathematics","score_opus":0.014650139621371804,"score_gpt":0.2236187156840954,"score_spread":0.2089685760627236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1248902547","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4790443,0.0005663964,0.515378,0.00019999461,0.000048444046,0.000112560614,0.0004981715,0.0010407814,0.003111371],"genre_scores_gemma":[0.9664034,0.0003163382,0.032229174,0.000017655002,0.000007880195,0.00015092421,0.00017746251,0.000019904932,0.0006773081],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980813,0.000043176173,0.000014640863,0.000055687928,0.00006184943,0.000016565038],"domain_scores_gemma":[0.99885535,0.0008352265,0.00012131716,0.00007203437,0.00010625014,0.000009855235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072202715,0.00050399255,0.0002421511,0.0002911837,0.00018092697,0.00046151588,0.00059863995,0.00066480483,0.0005225233],"category_scores_gemma":[0.0023883816,0.00025518835,0.0004477999,0.0002959255,0.00039625852,0.0005809789,0.00021380966,0.0005767365,0.0001426749],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119911216,0.00016101921,0.0073303794,0.00015923983,0.000025976355,0.00007972268,0.000075955344,0.90579116,0.054715723,0.003364159,0.00037986512,0.027796922],"study_design_scores_gemma":[0.00001418661,0.000055264114,0.0010500812,0.0000055058763,0.00000905186,0.000017166178,0.000010945702,0.97661704,0.021348655,0.0006426199,0.0002177549,0.000011667318],"about_ca_topic_score_codex":0.004726996,"about_ca_topic_score_gemma":0.002885638,"teacher_disagreement_score":0.004726996,"about_ca_system_score_codex":0.000764465,"about_ca_system_score_gemma":0.00039739188,"threshold_uncertainty_score":0.009398997},"labels":[],"label_agreement":null},{"id":"W1450444442","doi":"10.1016/j.jenvman.2015.07.036","title":"Hydraulic performance of compacted clay liners under simulated daily thermal cycles","year":2015,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hydraulic conductivity; Environmental science; Soil water; Geotechnical engineering; Geomembrane; Permeameter; Materials science; Soil science; Geology","score_opus":0.01694908297674689,"score_gpt":0.2292175008711784,"score_spread":0.21226841789443152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1450444442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994616,0.00002185671,0.0002365618,0.000008039039,0.0000033401782,0.0000037447164,0.00010781493,0.000029445038,0.00012772145],"genre_scores_gemma":[0.99948657,0.000015522146,0.00012211862,0.0000033140907,8.723537e-7,0.0000041495055,0.00008137632,0.000004778639,0.0002813582],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995028,0.00007423211,0.000058971946,0.00013618263,0.000120935896,0.00010684083],"domain_scores_gemma":[0.9990257,0.00036767343,0.0001447611,0.000089480185,0.00024309182,0.00012928055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006277131,0.00047634332,0.00089323334,0.00049713196,0.00047226434,0.00089801167,0.0009398328,0.0008196962,0.00259538],"category_scores_gemma":[0.0011486652,0.00026599888,0.00052234775,0.00056613976,0.00058180187,0.00088038936,0.0004097526,0.00039510822,0.00039169716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011831546,0.0009567749,0.027698088,0.00037569625,0.00021051658,0.00053231773,0.000905367,0.19977638,0.728166,0.00028199423,0.0006639716,0.028601402],"study_design_scores_gemma":[0.00039916887,0.009329725,0.12087039,0.000054649252,0.00035623115,0.00021454012,0.002023962,0.388846,0.47547072,0.00027862692,0.0018853579,0.00027069534],"about_ca_topic_score_codex":0.010449739,"about_ca_topic_score_gemma":0.0095104845,"teacher_disagreement_score":0.010449739,"about_ca_system_score_codex":0.0008788933,"about_ca_system_score_gemma":0.0005341424,"threshold_uncertainty_score":0.020777822},"labels":[],"label_agreement":null},{"id":"W1509889790","doi":"10.2172/986222","title":"GeoChip-based Analysis of Groundwater Microbial Diversity in Norman Landfill","year":2010,"lang":"en","type":"report","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Groundwater; Environmental science; Microbial population biology; Transect; Groundwater flow; Landfill gas; Hydrology (agriculture); Piezometer; Plume; Municipal solid waste; Ecology; Aquifer; Geology; Geography; Biology","score_opus":0.02457383121356228,"score_gpt":0.2502886293046494,"score_spread":0.22571479809108713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1509889790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666566,0.00011385457,0.00087634573,0.000023105848,0.0000029589112,0.00001742123,0.0019343375,0.000016493126,0.00034982795],"genre_scores_gemma":[0.98461735,0.00023599541,0.0044370336,0.000107325526,0.000007491747,0.00015885725,0.008768602,0.000008397699,0.0016589077],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995828,0.000052037398,0.000018168026,0.00011978084,0.00015013915,0.00007712119],"domain_scores_gemma":[0.99986756,0.000019800746,0.000031317813,0.0000072014686,0.00005556583,0.00001849022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018332811,0.00021852735,0.00024300152,0.0007063221,0.00027300467,0.00036364503,0.00015388765,0.00022316811,0.00036121023],"category_scores_gemma":[0.00026503188,0.00010838174,0.00014134328,0.00090351177,0.0002158146,0.0001288403,0.00023409318,0.00017439395,0.00013068515],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026067998,0.00011470558,0.05828366,0.0000428895,0.000034923658,0.00003391357,0.00030770784,0.00030200442,0.93205214,0.00006628238,0.00017303567,0.008328116],"study_design_scores_gemma":[0.000010469018,0.00041205346,0.8258178,0.000013334353,0.00004884416,0.00013504439,0.0007044017,0.0032582344,0.16570644,0.00009082426,0.0037771768,0.000025398129],"about_ca_topic_score_codex":0.0099496655,"about_ca_topic_score_gemma":0.03363197,"teacher_disagreement_score":0.0099496655,"about_ca_system_score_codex":0.0003932197,"about_ca_system_score_gemma":0.00040496627,"threshold_uncertainty_score":0.019783497},"labels":[],"label_agreement":null},{"id":"W152120091","doi":"10.1007/s10230-012-0193-5","title":"Hydrological Evaluation of Gold Leach Pad Rinsing","year":2012,"lang":"en","type":"article","venue":"Mine Water and the Environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada)","funders":"Barrick Gold Corporation","keywords":"Dilution; Hydrogeology; Land reclamation; Heap leaching; Effluent; Heap (data structure); Cyanide; Geology; Environmental science; Mining engineering; Chemistry; Environmental engineering; Geotechnical engineering; Mathematics","score_opus":0.025026705859848664,"score_gpt":0.23221464832587566,"score_spread":0.20718794246602698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W152120091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989912,0.000023243356,0.0002935092,0.000007648751,0.0000026538883,0.000009004502,0.00007079044,0.00001115937,0.00059085584],"genre_scores_gemma":[0.9985753,0.000044430155,0.0004320191,0.000008667257,0.000002287272,0.0000068960057,0.000102817176,0.000004100171,0.00082350365],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998678,0.000023243925,0.000008533057,0.000019307307,0.000055365843,0.000025571684],"domain_scores_gemma":[0.9998227,0.000045373527,0.000019995208,0.00001121896,0.00008268395,0.000017964814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027448032,0.000105626495,0.0001555012,0.00021557993,0.00027639445,0.00033015432,0.00016244897,0.00017127766,0.0013863088],"category_scores_gemma":[0.00037595685,0.000058767866,0.000118385185,0.00023649157,0.00016436669,0.0002690371,0.00025127374,0.00013450296,0.00010381272],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026829343,0.00054661545,0.062210716,0.00015862702,0.000043362288,0.00016588131,0.00037616474,0.012170171,0.8751459,0.00053413666,0.0004383598,0.04552708],"study_design_scores_gemma":[0.000100734374,0.0028678563,0.09366924,0.000008237879,0.00006911345,0.000050517876,0.0009038149,0.034130223,0.8641038,0.00021722508,0.0038565325,0.00002270399],"about_ca_topic_score_codex":0.005917436,"about_ca_topic_score_gemma":0.009548367,"teacher_disagreement_score":0.005917436,"about_ca_system_score_codex":0.00040948568,"about_ca_system_score_gemma":0.00038585422,"threshold_uncertainty_score":0.011765957},"labels":[],"label_agreement":null},{"id":"W1524611157","doi":"10.1080/01998590709509517","title":"Designing a Program to Reduce GHG Emissions and Generate Renewable Energy from Landfill Sites","year":2007,"lang":"en","type":"article","venue":"Energy Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Methane; Landfill gas; Renewable energy; Greenhouse gas; Waste management; Combustion; Environmental science; Biogas; Environmental engineering; Methane emissions; Electricity; Engineering; Municipal solid waste; Chemistry","score_opus":0.00927219993553259,"score_gpt":0.21491132665598167,"score_spread":0.2056391267204491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1524611157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8351208,0.0000931999,0.11282208,0.0024579163,0.000081021746,0.0052918973,0.00032425704,0.004511308,0.039297495],"genre_scores_gemma":[0.8131159,0.00011855137,0.16889596,0.00046238943,0.000019737807,0.0020872685,0.000349602,0.00014792701,0.0148026375],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989802,0.00049223716,0.000031491072,0.00012247582,0.00018091193,0.00019271753],"domain_scores_gemma":[0.9987937,0.0003668318,0.00012023496,0.00015093807,0.00029901048,0.00026924512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020067005,0.00041599118,0.00017450641,0.00047146686,0.001044186,0.000861306,0.0009928477,0.00055870274,0.004510645],"category_scores_gemma":[0.002250337,0.00021315322,0.00025150264,0.00037293427,0.000561805,0.0007396783,0.0006628266,0.00062805275,0.0005743267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00092072133,0.017975204,0.029362014,0.0009276829,0.00010215724,0.0009934009,0.0037533168,0.095682465,0.067930706,0.008467939,0.019009458,0.75487494],"study_design_scores_gemma":[0.003955058,0.026630683,0.06558061,0.00047784537,0.00061192416,0.00081085373,0.015720189,0.24355176,0.3367635,0.017244326,0.28834915,0.00030401826],"about_ca_topic_score_codex":0.0082978625,"about_ca_topic_score_gemma":0.007730986,"teacher_disagreement_score":0.0082978625,"about_ca_system_score_codex":0.0018364473,"about_ca_system_score_gemma":0.004080079,"threshold_uncertainty_score":0.016499102},"labels":[],"label_agreement":null},{"id":"W1527888104","doi":"10.31357/fesympo.v0i0.1629","title":"ESTIMATION OF LANDFILL GAS PRODUCTION","year":2013,"lang":"en","type":"article","venue":"Proceedings of International Forestry and Environment Symposium","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Landfill gas; Methane; Greenhouse gas; Environmental science; Carbon dioxide; Fugitive emissions; Methane gas; Environmental engineering; Global warming; Methane emissions; Global-warming potential; Waste management; Engineering; Municipal solid waste; Climate change; Chemistry","score_opus":0.004920618472954307,"score_gpt":0.1951190773351924,"score_spread":0.1901984588622381,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1527888104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7167426,0.0009651756,0.2646404,0.000106112086,0.000017407607,0.00018906749,0.005865065,0.0018963497,0.009577948],"genre_scores_gemma":[0.93129283,0.00051362126,0.06360366,0.000009804105,0.000006408324,0.0001116831,0.0026486842,0.000059670405,0.0017536159],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997278,0.000037314647,0.000013304287,0.000051084466,0.00013831968,0.000032072825],"domain_scores_gemma":[0.9997824,0.00007012504,0.00003641236,0.000021301801,0.00007940988,0.000010398573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024149929,0.00057780254,0.0003451418,0.0021612789,0.0002245101,0.0005482662,0.000362551,0.00038598338,0.00097253424],"category_scores_gemma":[0.00070817256,0.00021455954,0.00036774832,0.0015655757,0.00016604275,0.00043667684,0.00029140533,0.00019436915,0.00048656604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033409247,0.00010867345,0.104630545,0.0004136185,0.00009891849,0.00029287153,0.000126597,0.5671919,0.096823774,0.0016174873,0.0010986249,0.22726291],"study_design_scores_gemma":[0.000020242003,0.000093108065,0.057814613,0.000019322424,0.000034768094,0.00009624694,0.00011174992,0.8215287,0.115547426,0.00071577367,0.0039751064,0.000042945107],"about_ca_topic_score_codex":0.023771662,"about_ca_topic_score_gemma":0.022589019,"teacher_disagreement_score":0.023771662,"about_ca_system_score_codex":0.0013891424,"about_ca_system_score_gemma":0.0008898871,"threshold_uncertainty_score":0.047266603},"labels":[],"label_agreement":null},{"id":"W1543690838","doi":"10.1002/jctb.4162","title":"Kinetics of simultaneous methane and toluene biofiltration in an inert packed bed","year":2013,"lang":"en","type":"article","venue":"Journal of Chemical Technology & Biotechnology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre National en Électrochimie et en Technologies Environnementales; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Siemens","keywords":"Biofilter; Toluene; Methane; Chemistry; Biogas; Biodegradation; Saturation (graph theory); Anaerobic oxidation of methane; Environmental chemistry; Packed bed; Chromatography; Waste management; Organic chemistry; Environmental engineering; Environmental science","score_opus":0.006357629385163426,"score_gpt":0.229278776018569,"score_spread":0.22292114663340556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1543690838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984452,0.00032649827,0.00077597523,0.00001351202,0.000011324178,0.000009767099,0.00010720806,0.000021263615,0.00028932243],"genre_scores_gemma":[0.9984687,0.00024097183,0.00060703664,0.000008420847,0.0000036896242,0.000009442871,0.00012686761,0.000006213574,0.00052863226],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997191,0.00004152492,0.000025479521,0.00003894809,0.00012164646,0.000053280724],"domain_scores_gemma":[0.99976426,0.00010144143,0.00004381856,0.000013799645,0.000046076395,0.000030498584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003055825,0.00040087334,0.00043488145,0.00018434532,0.00021169473,0.0006002909,0.00028614773,0.00025135017,0.0004785656],"category_scores_gemma":[0.000390602,0.00018319112,0.00035904112,0.00019797757,0.00020571711,0.00026673765,0.00020889704,0.00031688766,0.00018270443],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058579346,0.00008162739,0.0018073244,0.00010491745,0.00002538097,0.000042461656,0.000056111796,0.0008213007,0.9939433,0.000041690393,0.000028819328,0.0024613317],"study_design_scores_gemma":[0.000021196256,0.0009944101,0.007044743,0.000012234108,0.00003878873,0.000043742675,0.00006826683,0.0064589838,0.98489875,0.000025776031,0.00038027664,0.000012829601],"about_ca_topic_score_codex":0.00423078,"about_ca_topic_score_gemma":0.0033639516,"teacher_disagreement_score":0.00423078,"about_ca_system_score_codex":0.0004505586,"about_ca_system_score_gemma":0.0003525186,"threshold_uncertainty_score":0.008412302},"labels":[],"label_agreement":null},{"id":"W1553203907","doi":"","title":"UTILIZAÇÃO DO PERMEÂMETRO GUELPH NA DETERMINAÇÃO DA CONDUTIVIDADE HIDRÁULICA DA ZONA NÃO SATURADA DO AQUÍFERO FREÁTICO NAS IMEDIAÇÕES DO LIXÃO DE LONDRINA - PR","year":2006,"lang":"pt","type":"article","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Geology; Geomorphology","score_opus":0.022661789076502813,"score_gpt":0.2500055199643398,"score_spread":0.22734373088783696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1553203907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928618,0.00064175803,0.0032827128,0.000047522673,0.000014897179,0.000034954573,0.0002893284,0.00003531134,0.002791714],"genre_scores_gemma":[0.9873885,0.0005802014,0.007904013,0.0000549107,0.0000045005795,0.000038251714,0.00013110242,0.000014302566,0.0038843295],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993376,0.00014192048,0.00002962889,0.00029923234,0.000120041084,0.0000714907],"domain_scores_gemma":[0.999342,0.0002448774,0.00014704202,0.000040108105,0.00017359144,0.00005234731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054690917,0.00029472212,0.00041344613,0.0007126331,0.00065014453,0.00077310565,0.00036505508,0.0007812596,0.001456914],"category_scores_gemma":[0.001315067,0.000319893,0.0004291567,0.0006905628,0.00063893315,0.0006216867,0.00046210643,0.0004319709,0.00029803772],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011408379,0.00007557793,0.07327498,0.00033281572,0.000088848115,0.00019360591,0.001734826,0.00044006296,0.8924608,0.00020855996,0.00008932491,0.02995969],"study_design_scores_gemma":[0.000032074167,0.002200765,0.19149339,0.00004753895,0.00032019935,0.00026944594,0.0020082474,0.0020767935,0.79172647,0.00017647288,0.009597754,0.000050732473],"about_ca_topic_score_codex":0.021367328,"about_ca_topic_score_gemma":0.054223314,"teacher_disagreement_score":0.021367328,"about_ca_system_score_codex":0.00073764083,"about_ca_system_score_gemma":0.0005737235,"threshold_uncertainty_score":0.042485952},"labels":[],"label_agreement":null},{"id":"W1575633158","doi":"","title":"Comparing MSW landfill sites of Ottawa (capital of Canada) and Mashhad (the 2ed biggest city of Iran)","year":2013,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Capital (architecture); Capital city; Geography; Environmental science; Environmental protection; Archaeology","score_opus":0.014991759206178143,"score_gpt":0.18937650188286745,"score_spread":0.1743847426766893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1575633158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99771464,0.000054225657,0.0000372378,0.000022231763,0.000002161452,0.00001440937,0.00082154555,0.000003596987,0.0013300963],"genre_scores_gemma":[0.9978416,0.000061569095,0.00013491744,0.000012003726,0.0000012291755,0.000009647252,0.00088520313,0.000002484822,0.0010514684],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993724,0.00005459557,0.000034232547,0.00007712687,0.00022371803,0.00023796748],"domain_scores_gemma":[0.9994487,0.0000480294,0.00009995276,0.000028078319,0.0002793903,0.00009578696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000223887,0.0003423504,0.00034570936,0.0020825525,0.0020056418,0.0012583666,0.00060955586,0.000443822,0.001433369],"category_scores_gemma":[0.0005749133,0.0002634952,0.0005529981,0.004593094,0.00096348167,0.0004672875,0.0008188772,0.00029156846,0.00026974213],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006133069,0.00013726474,0.9804633,0.000101894875,0.00015601228,0.0004067249,0.0026928445,0.0010605217,0.0030682385,0.00047147696,0.00079110876,0.010037338],"study_design_scores_gemma":[0.0000052132727,0.000054005868,0.98992705,0.000008454588,0.00003070677,0.00006345436,0.008143809,0.00022257323,0.00055794296,0.000026347683,0.00095156446,0.00000896274],"about_ca_topic_score_codex":0.9067946,"about_ca_topic_score_gemma":0.9737507,"teacher_disagreement_score":0.09320539,"about_ca_system_score_codex":0.008761143,"about_ca_system_score_gemma":0.0069104354,"threshold_uncertainty_score":0.18750852},"labels":[],"label_agreement":null},{"id":"W1603876616","doi":"10.1007/bfb0011264","title":"Interactions of leachates with natural and synthetic envelopes","year":2005,"lang":"en","type":"book-chapter","venue":"Lecture notes in earth sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Leachate; Permeability (electromagnetism); Soil water; Environmental chemistry; Contamination; Environmental science; Soil science; Environmental engineering; Chemistry; Materials science; Ecology","score_opus":0.009748993493792293,"score_gpt":0.22268081584955868,"score_spread":0.21293182235576638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1603876616","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9884552,0.0023538475,0.0026280924,0.00012923864,0.000038495375,0.00002894902,0.00019893896,0.000021028689,0.0061462163],"genre_scores_gemma":[0.98563474,0.0022483934,0.0010574305,0.00007144534,0.000011417559,0.000023443312,0.00031378772,0.000019741456,0.010619758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995516,0.00011317288,0.000023139362,0.00006731554,0.00011777324,0.00012709912],"domain_scores_gemma":[0.99975115,0.00014939424,0.000029452363,0.0000145716085,0.000031937023,0.000023469784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047298675,0.00036701703,0.0003842917,0.0003135241,0.0004598925,0.0011776278,0.0003630276,0.00035342242,0.0031314031],"category_scores_gemma":[0.0006726916,0.00021271246,0.00045372016,0.0002734264,0.00044531052,0.0006326169,0.00095106254,0.00036525697,0.00053763035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002244304,0.0002160888,0.008130943,0.00070276944,0.00016718764,0.0007254056,0.0007087939,0.013328897,0.94111884,0.00342222,0.00078735425,0.028447228],"study_design_scores_gemma":[0.000045762936,0.0006287909,0.0047022817,0.00003328782,0.000042014624,0.00031162633,0.00085233717,0.005771034,0.9781522,0.0009549999,0.008476029,0.0000297562],"about_ca_topic_score_codex":0.001828399,"about_ca_topic_score_gemma":0.0014453145,"teacher_disagreement_score":0.0031314031,"about_ca_system_score_codex":0.00065740076,"about_ca_system_score_gemma":0.00034603896,"threshold_uncertainty_score":0.010475516},"labels":[],"label_agreement":null},{"id":"W1667971818","doi":"","title":"The Alberta Swan Hills Special Waste Treatment Centre expansion: environmental concerns","year":2014,"lang":"en","type":"article","venue":"International Journal of Environment and Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Environmental planning; Wildlife; Environmental quality; Environmental science; Environmental impact assessment; Environmental protection; Geography; Environmental resource management; Ecology","score_opus":0.0070036269067222335,"score_gpt":0.214532959822924,"score_spread":0.20752933291620176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1667971818","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11435792,0.5561764,0.0016320661,0.18268698,0.0034165117,0.00020048286,0.00083616306,0.00018816243,0.1405053],"genre_scores_gemma":[0.4927508,0.39343125,0.006032496,0.043810353,0.0020071361,0.00011432425,0.0008476276,0.000059591006,0.060946397],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99470335,0.00073631835,0.00027619945,0.00023572089,0.0035901675,0.00045824685],"domain_scores_gemma":[0.99005497,0.0035750228,0.0010620223,0.00016338038,0.0046063983,0.00053834944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00615908,0.00028553265,0.00029974774,0.0010951713,0.0017911872,0.0042251525,0.0018325147,0.0024452365,0.0017551756],"category_scores_gemma":[0.0052840826,0.00020595516,0.00042681632,0.0026974434,0.0019270814,0.0012127918,0.00067023904,0.0014674405,0.00018071887],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032648508,0.00018665307,0.019296499,0.014060167,0.00012251039,0.0054678023,0.0066103428,0.0055650417,0.008966515,0.051359836,0.12455634,0.76348186],"study_design_scores_gemma":[0.000026804564,0.00023580361,0.041324712,0.003029322,0.0001495612,0.0012812201,0.011032344,0.00038515494,0.0033956645,0.0017187969,0.93736124,0.000059424307],"about_ca_topic_score_codex":0.6148487,"about_ca_topic_score_gemma":0.8520984,"teacher_disagreement_score":0.38515133,"about_ca_system_score_codex":0.021570645,"about_ca_system_score_gemma":0.078650326,"threshold_uncertainty_score":0.7748391},"labels":[],"label_agreement":null},{"id":"W1708753980","doi":"10.1139/cgj-2013-0306","title":"Intrinsic and relative permeabilities of shredded municipal solid wastes from the Qizishan landfill, China","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Borehole; Permeability (electromagnetism); Air permeability specific surface; Geotechnical engineering; Water content; Soil science; Environmental science; Soil water; Materials science; Geology; Composite material; Chemistry","score_opus":0.008030770593418862,"score_gpt":0.2055866725003489,"score_spread":0.19755590190693004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1708753980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911755,0.000044640783,0.000279859,0.0000049136693,7.5634057e-7,0.0000070291826,0.00027569945,0.000007862504,0.00026175287],"genre_scores_gemma":[0.9982318,0.00012927825,0.00038091143,0.00000761765,0.0000015750327,0.000021014419,0.0005883108,0.0000064660767,0.00063310505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997123,0.000020185986,0.000030466563,0.00006147721,0.00012234625,0.000053125506],"domain_scores_gemma":[0.9998605,0.000025762622,0.000035168963,0.000008495238,0.000052893036,0.000017126225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030469082,0.00051946525,0.0003750542,0.001394476,0.00041730184,0.0003727896,0.0003131623,0.00028095144,0.0008359645],"category_scores_gemma":[0.00032180114,0.00027370208,0.00052677473,0.0010459586,0.00035090113,0.00047911337,0.00035924537,0.0002493535,0.00015134511],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053975155,0.00013319639,0.124292515,0.00044863884,0.00008340639,0.00052942894,0.00078690855,0.009164958,0.84460914,0.0003946117,0.00018803451,0.01882949],"study_design_scores_gemma":[0.000026188503,0.00058680895,0.52815586,0.00002755641,0.00010633527,0.00035091897,0.0011217141,0.016689226,0.45123905,0.0002717934,0.0013610383,0.00006345537],"about_ca_topic_score_codex":0.02166567,"about_ca_topic_score_gemma":0.027696555,"teacher_disagreement_score":0.02166567,"about_ca_system_score_codex":0.0005990495,"about_ca_system_score_gemma":0.00053032296,"threshold_uncertainty_score":0.043079138},"labels":[],"label_agreement":null},{"id":"W1802674408","doi":"10.1007/s00267-015-0602-1","title":"Examining Screening-Level Multimedia Models Through a Comparison Framework for Landfill Management","year":2015,"lang":"en","type":"article","venue":"Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fugacity; Advection; Environmental science; Benzene; Flux (metallurgy); Environmental remediation; Groundwater; Chemistry; Environmental engineering; Thermodynamics; Geology; Geotechnical engineering; Contamination; Physics; Physical chemistry","score_opus":0.15907770610883415,"score_gpt":0.29914249117213493,"score_spread":0.14006478506330078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1802674408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6202082,0.00037200208,0.34563723,0.0019193133,0.00006154438,0.0004927113,0.0012459642,0.00055427564,0.029508742],"genre_scores_gemma":[0.96316093,0.00007594013,0.03504769,0.00005421025,0.000011628815,0.000113147435,0.00021932529,0.00004517663,0.0012719276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99752194,0.0016017545,0.000067287074,0.00020886182,0.0004111214,0.00018901387],"domain_scores_gemma":[0.9863751,0.010998751,0.0006516559,0.0005048739,0.0012884804,0.00018114013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0060324185,0.00066696893,0.00089276355,0.001461455,0.00070552895,0.0026478842,0.0025646593,0.0014450516,0.0059637562],"category_scores_gemma":[0.018705467,0.00035907945,0.0008973958,0.001581046,0.00074711716,0.003911348,0.001139129,0.0010383392,0.00018861087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000247686,0.00035464883,0.0032566485,0.00007788295,0.00007995612,0.000053077478,0.00012883192,0.92447567,0.0008208982,0.04997128,0.00061820133,0.01991526],"study_design_scores_gemma":[0.000017719356,0.000102593396,0.00046484236,0.000008837548,0.000027537637,0.0000051551074,0.00009854556,0.98947316,0.00040709987,0.009017721,0.00036762538,0.000009228123],"about_ca_topic_score_codex":0.04332751,"about_ca_topic_score_gemma":0.036388844,"teacher_disagreement_score":0.04332751,"about_ca_system_score_codex":0.0048482893,"about_ca_system_score_gemma":0.0035652032,"threshold_uncertainty_score":0.086150646},"labels":[],"label_agreement":null},{"id":"W1828160055","doi":"10.1139/cgj-2013-0277","title":"The ISSMGE Kerry Rowe Lecture: The role of diffusion in environmental geotechnics","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":132,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnics; Geotechnical engineering; Environmental remediation; Geosynthetic clay liner; Bentonite; Diffusion; Diffusion process; Environmental science; Permeability (electromagnetism); Geology; Contamination; Soil science; Soil water; Chemistry; Hydraulic conductivity; Computer science; Thermodynamics; Membrane","score_opus":0.00296241506555695,"score_gpt":0.1744050645260011,"score_spread":0.17144264946044416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1828160055","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025157179,0.31192446,0.014217871,0.34048933,0.18629748,0.000047624795,0.00025205748,0.0003265779,0.14392887],"genre_scores_gemma":[0.02866228,0.26843342,0.0073551736,0.030582247,0.07090722,0.00006121997,0.00021873633,0.00043922573,0.59334064],"study_design_codex":"not_applicable","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9989304,0.00023231449,0.00004190254,0.0001799373,0.00047293142,0.00014254072],"domain_scores_gemma":[0.99860686,0.00041999092,0.00005995798,0.000049406903,0.00038556944,0.0004781861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024104319,0.0009896952,0.0007958368,0.0011285116,0.0010627543,0.003333168,0.0011280312,0.0027861414,0.020341428],"category_scores_gemma":[0.0037143733,0.0004245407,0.000817911,0.0007204833,0.0015613016,0.004158532,0.0019508991,0.0071280873,0.012166554],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076483244,0.000062216444,0.00020060226,0.00028691845,0.000014302795,0.000127553,0.00020962635,0.0010219851,0.0013562926,0.02780374,0.8837396,0.0851007],"study_design_scores_gemma":[0.000005891132,0.000040241306,0.00019460138,0.00028856378,0.0000044782246,0.00011525023,0.00012842068,0.0006200192,0.0004329877,0.00796961,0.990186,0.000013867741],"about_ca_topic_score_codex":0.0034699535,"about_ca_topic_score_gemma":0.0045627425,"teacher_disagreement_score":0.020341428,"about_ca_system_score_codex":0.0029282894,"about_ca_system_score_gemma":0.0026704029,"threshold_uncertainty_score":0.068048835},"labels":[],"label_agreement":null},{"id":"W1833202791","doi":"10.1139/t08-081","title":"Assessment of alternative protection layers for a geomembrane – geosynthetic clay liner (GM–GCL) composite liner","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotextile; Geosynthetic clay liner; Geomembrane; Cushioning; Geotechnical engineering; Geosynthetics; Materials science; Composite number; Ultimate tensile strength; Pore water pressure; Tensile strain; Composite material; Geology; Hydraulic conductivity; Soil water","score_opus":0.02098337594719146,"score_gpt":0.25306719193700095,"score_spread":0.23208381598980948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1833202791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973635,0.00020041892,0.0019079986,0.000013212557,0.0000036555411,0.00003104988,0.00005347974,0.000022875127,0.0004037706],"genre_scores_gemma":[0.9964101,0.00010774725,0.0030331053,0.000014154838,0.0000014153643,0.000017139773,0.000069768896,0.0000054044212,0.00034116185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945956,0.00008757052,0.000033543594,0.00006164265,0.00027254925,0.00008496972],"domain_scores_gemma":[0.999416,0.00011549142,0.00019286522,0.000036285055,0.00016372395,0.000075718875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009056993,0.0005114575,0.00034530045,0.00062995485,0.00031446313,0.0006190381,0.00051567866,0.00078801805,0.00088454946],"category_scores_gemma":[0.0008232249,0.00021682234,0.00032488775,0.00025924377,0.00033566312,0.00056815444,0.00044951722,0.0002914751,0.00019184555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010862899,0.0001825219,0.007186387,0.00036470295,0.00003348948,0.00022449913,0.00018888863,0.009168334,0.96675396,0.00018943306,0.00011627384,0.01450514],"study_design_scores_gemma":[0.000096959324,0.006782373,0.06096123,0.000060464867,0.00015636125,0.00036137894,0.00055238884,0.017197337,0.9103042,0.00012588735,0.003347937,0.000053514013],"about_ca_topic_score_codex":0.0014444725,"about_ca_topic_score_gemma":0.0032723274,"teacher_disagreement_score":0.0014444725,"about_ca_system_score_codex":0.00063990185,"about_ca_system_score_gemma":0.0003751261,"threshold_uncertainty_score":0.0047898293},"labels":[],"label_agreement":null},{"id":"W1851112144","doi":"10.1139/t10-055","title":"A method to assess risk reduction when utilizing geosynthetic clay liners (GCLs) with compacted soil liners","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dartmouth College","keywords":"Hydraulic conductivity; Geosynthetic clay liner; Geotechnical engineering; Geosynthetics; Environmental science; Geology; Soil science; Soil water","score_opus":0.020308392902942903,"score_gpt":0.2667427073689596,"score_spread":0.2464343144660167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1851112144","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.045033794,0.000064054955,0.9518556,0.00009468289,0.0000080532345,0.00015306237,0.00008463507,0.0003317369,0.002374428],"genre_scores_gemma":[0.7088678,0.00013298306,0.2879531,0.00004443843,0.000015937472,0.00032365063,0.00012995132,0.00006754896,0.0024645298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855,0.00046345984,0.000055747532,0.00018759593,0.0006726967,0.00007056012],"domain_scores_gemma":[0.99581283,0.0026100383,0.0008290359,0.00020311517,0.00048388742,0.000061014678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002344371,0.0010451579,0.0007131436,0.0023147077,0.0005321418,0.0008688569,0.0013778126,0.0011424599,0.0027412274],"category_scores_gemma":[0.010976181,0.00058769726,0.0007521251,0.00092642853,0.0008692254,0.0012791454,0.0009007745,0.0007915391,0.00029708337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041704803,0.000038586495,0.0026040473,0.00005415471,0.000039541992,0.00007111716,0.00008232555,0.9595122,0.0025251475,0.007372236,0.00023627243,0.027422708],"study_design_scores_gemma":[0.000009838392,0.000072741925,0.0008534369,0.000011547352,0.000016795642,0.00008856859,0.000045813045,0.9931594,0.0017191244,0.003357364,0.000649451,0.000015920426],"about_ca_topic_score_codex":0.0069631,"about_ca_topic_score_gemma":0.006153138,"teacher_disagreement_score":0.0069631,"about_ca_system_score_codex":0.0014055758,"about_ca_system_score_gemma":0.001488631,"threshold_uncertainty_score":0.013845146},"labels":[],"label_agreement":null},{"id":"W1893174260","doi":"10.1139/t11-092","title":"Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture<sup>1</sup>This lecture was presented at the 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Toronto, Ont., October 2011, and a pre-print appeared in the conference proceedings.","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":253,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"Canadian Nuclear Safety Commission; Albert Einstein College of Medicine, Yeshiva University; Ministry of Environment; Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Drexel University","keywords":"Leakage (economics); Geomembrane; Composite number; Geotechnical engineering; Geosynthetic clay liner; Materials science; Composite material; Forensic engineering; Engineering; Geology; Soil water; Soil science","score_opus":0.013707821373301576,"score_gpt":0.22942545122298683,"score_spread":0.21571762984968526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1893174260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6947218,0.09658521,0.16582301,0.002945481,0.0028410433,0.00019027396,0.00043902296,0.0019041529,0.034550015],"genre_scores_gemma":[0.93633956,0.011158844,0.013201292,0.00023624221,0.00020596922,0.000037694535,0.00020967177,0.00021240972,0.03839828],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993337,0.00009623814,0.00002943442,0.00010597427,0.00035312885,0.00008151439],"domain_scores_gemma":[0.9986754,0.00044455272,0.0001783218,0.000083941515,0.0005682474,0.000049547416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000980692,0.00042794546,0.0004021717,0.00034827355,0.00041439396,0.001200894,0.0005051312,0.0007500923,0.0031076001],"category_scores_gemma":[0.0012864077,0.00027980332,0.0004868971,0.0003026466,0.00039371688,0.0017854177,0.0005254884,0.00065167644,0.0014531687],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008673583,0.00013337802,0.005609679,0.0011811005,0.0000687223,0.00090390985,0.00062192866,0.005968084,0.6963997,0.0028719252,0.0087629715,0.27661127],"study_design_scores_gemma":[0.000023341116,0.0018389692,0.01144154,0.00014572334,0.00012957046,0.0023987382,0.00058933924,0.013592012,0.89826035,0.0016822859,0.06979288,0.0001052035],"about_ca_topic_score_codex":0.00055465696,"about_ca_topic_score_gemma":0.0010262002,"teacher_disagreement_score":0.0031076001,"about_ca_system_score_codex":0.0010891488,"about_ca_system_score_gemma":0.00027489016,"threshold_uncertainty_score":0.010396004},"labels":[],"label_agreement":null},{"id":"W1904569214","doi":"10.1139/cgj-2013-0127","title":"Freeze–thaw cycling concurrent with cation exchange and the hydraulic conductivity of geosynthetic clay liners","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Luleå Tekniska Universitet; University of Wisconsin-Madison; U.S. Department of Energy","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Bentonite; Cycling; Geotechnical engineering; Pore water pressure; Conductivity; Dissolution; Chemistry; Soil water; Geology; Soil science","score_opus":0.00927816334467483,"score_gpt":0.20588371507584746,"score_spread":0.19660555173117264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1904569214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999423,0.00009774954,0.00028541102,0.00001096894,0.0000026896366,0.000006185377,0.000049137212,0.000010291256,0.00011450213],"genre_scores_gemma":[0.9991265,0.0000482759,0.00040811632,0.000024673996,0.0000018912355,0.0000071987597,0.000096200936,0.000010093407,0.00027709475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982184,0.000022315078,0.000013938407,0.000046041976,0.00005603818,0.000039870793],"domain_scores_gemma":[0.9995969,0.000091884685,0.00013503239,0.000028095177,0.000093041774,0.000055076453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032046903,0.00031694566,0.00026972333,0.00014955991,0.00016310581,0.00035862616,0.00024839916,0.00029827992,0.00071462704],"category_scores_gemma":[0.0005215339,0.00012838971,0.00022918396,0.000119323595,0.00027017324,0.00043793683,0.00021461623,0.00042257074,0.00009571683],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011242215,0.000011675642,0.0010181085,0.000017351489,0.000006276764,0.00003557969,0.00004775773,0.00007506685,0.9981115,0.000008640079,0.0000066847606,0.00054898113],"study_design_scores_gemma":[0.000010277703,0.00058724935,0.025835792,0.0000062287268,0.000019520401,0.00010454503,0.00013088222,0.00091313245,0.9719296,0.000026199472,0.00042180938,0.000014735811],"about_ca_topic_score_codex":0.0018059493,"about_ca_topic_score_gemma":0.002605369,"teacher_disagreement_score":0.0018059493,"about_ca_system_score_codex":0.00047152615,"about_ca_system_score_gemma":0.00014410738,"threshold_uncertainty_score":0.0035908818},"labels":[],"label_agreement":null},{"id":"W1912600977","doi":"10.14393/19834071.2013.17354","title":"Investigação da condutividade hidráulica dos solos de uma área de aterro de resíduos sólidos urbanos por meio de ensaios de campo e laboratório","year":2017,"lang":"pt","type":"article","venue":"Ciência & Engenharia","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Permeameter; Hydraulic conductivity; Alluvium; Colluvium; Soil water; Leachate; Infiltration (HVAC); Plume; Geology; Hydrology (agriculture); Mineralogy; Soil science; Geotechnical engineering; Environmental science; Geomorphology; Chemistry; Environmental chemistry; Materials science; Geography","score_opus":0.04035832923801381,"score_gpt":0.2968932635960827,"score_spread":0.2565349343580689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1912600977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996692,0.00003729318,0.00015632302,0.0000038650446,0.000001012328,0.0000033352978,0.00001173435,0.0000033274314,0.00011408992],"genre_scores_gemma":[0.99881005,0.00015999691,0.0006201548,0.0000062239196,0.0000031462216,0.000008282529,0.000033348842,0.0000029636883,0.00035586214],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996867,0.000028421644,0.000011770758,0.00008170697,0.00015229855,0.000039047572],"domain_scores_gemma":[0.9997633,0.000055445278,0.000063449974,0.000011411029,0.000087075736,0.000019331248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003414374,0.0003181803,0.00040860442,0.00059183105,0.0005804877,0.0007376296,0.0003717797,0.00042471086,0.0002629574],"category_scores_gemma":[0.00042929646,0.00020212616,0.00029151063,0.00040597955,0.0008711145,0.0003557181,0.00038932616,0.00021834696,0.000118218784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020617341,0.00014450372,0.11090095,0.00013953545,0.000034960463,0.00075883616,0.0021472888,0.0006834936,0.8727353,0.00011194668,0.000027293345,0.012109652],"study_design_scores_gemma":[0.000030688847,0.0029641252,0.51857895,0.000044960096,0.00015338323,0.0016454245,0.0093071265,0.009018996,0.45401874,0.00026039514,0.0039183847,0.00005887251],"about_ca_topic_score_codex":0.005040698,"about_ca_topic_score_gemma":0.0098468615,"teacher_disagreement_score":0.005040698,"about_ca_system_score_codex":0.00042121197,"about_ca_system_score_gemma":0.0003081441,"threshold_uncertainty_score":0.010022759},"labels":[],"label_agreement":null},{"id":"W1926139251","doi":"10.1016/j.wasman.2015.08.016","title":"Simulating settlement during waste placement at a landfill with waste lifts placed under frozen conditions","year":2015,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Settlement (finance); Municipal solid waste; Environmental science; Geotechnical engineering; Waste management; Human settlement; Compression (physics); Environmental engineering; Engineering; Materials science","score_opus":0.01640224523225836,"score_gpt":0.23114736993615337,"score_spread":0.214745124703895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1926139251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99739754,0.000009694725,0.0009246415,0.000025232612,0.000013757029,0.000036607787,0.00011238418,0.000034321227,0.0014457668],"genre_scores_gemma":[0.9979359,0.00001576908,0.0011349877,0.0000075299804,0.0000025051995,0.000022737508,0.000092633636,0.000010549426,0.0007773788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999671,0.000041499643,0.000018595363,0.000050710056,0.00007125504,0.00014702142],"domain_scores_gemma":[0.9992105,0.00041772166,0.00007578399,0.000057275505,0.00010087052,0.00013786642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042272604,0.0008315793,0.00076226774,0.00046505898,0.0012569112,0.0012739925,0.0010695232,0.0019652506,0.0034183818],"category_scores_gemma":[0.0011522477,0.0006010016,0.00089925964,0.00054769794,0.00095688726,0.00066354615,0.00080751086,0.0010162576,0.00037618255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020539102,0.0011111744,0.013024277,0.000108939035,0.00005023907,0.0013988897,0.00049114774,0.92523205,0.05023667,0.0006451541,0.00034066135,0.005306805],"study_design_scores_gemma":[0.0001900632,0.0022266132,0.012240284,0.000014073748,0.000051450676,0.00010643081,0.0011034072,0.9569539,0.026365975,0.00038136114,0.00032131997,0.000045104767],"about_ca_topic_score_codex":0.017072085,"about_ca_topic_score_gemma":0.017732877,"teacher_disagreement_score":0.017072085,"about_ca_system_score_codex":0.0013393544,"about_ca_system_score_gemma":0.0016978759,"threshold_uncertainty_score":0.03394544},"labels":[],"label_agreement":null},{"id":"W1928595008","doi":"10.1139/cgj-2014-0131","title":"Ageing of exposed geomembranes at locations with different climatological conditions","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geomembrane; High-density polyethylene; Environmental science; Geotechnical engineering; Cold climate; Polyethylene; Materials science; Geology; Composite material","score_opus":0.011819996465828427,"score_gpt":0.20902732889694023,"score_spread":0.1972073324311118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1928595008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914,0.0000933847,0.00034830612,0.000005663234,0.0000037869995,0.000010229074,0.00017459458,0.0000055308897,0.00021844688],"genre_scores_gemma":[0.9973205,0.00013896996,0.0008205595,0.00001543454,0.0000029955652,0.000024268373,0.0003993487,0.0000069467283,0.0012710722],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983156,0.000017454879,0.0000137741445,0.000051879375,0.000057452893,0.000027811113],"domain_scores_gemma":[0.99971837,0.000027177528,0.00008091966,0.000026170843,0.0001255282,0.000021908305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029462352,0.00030955867,0.00033964016,0.0003301307,0.00040375703,0.00030818436,0.00024013908,0.000444467,0.001118493],"category_scores_gemma":[0.0003371347,0.00013060667,0.00034766368,0.0003008962,0.000200478,0.00037875594,0.00024878333,0.00025768438,0.00024376335],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027464033,0.000053486292,0.02271381,0.00006944849,0.000023615208,0.00021253488,0.00045609527,0.00023609886,0.97228956,0.000025050838,0.00003311381,0.0036125192],"study_design_scores_gemma":[0.000010573542,0.0012685704,0.36942124,0.000017120916,0.00006595135,0.00035277827,0.0011273123,0.0005218424,0.62535304,0.00004521532,0.00179066,0.000025686297],"about_ca_topic_score_codex":0.0021580604,"about_ca_topic_score_gemma":0.003979001,"teacher_disagreement_score":0.0021580604,"about_ca_system_score_codex":0.00029847902,"about_ca_system_score_gemma":0.00016008693,"threshold_uncertainty_score":0.004290998},"labels":[],"label_agreement":null},{"id":"W1931271622","doi":"10.3390/ma8105353","title":"Engineering Behavior and Characteristics of Wood Ash and Sugarcane Bagasse Ash","year":2015,"lang":"en","type":"article","venue":"Materials","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":80,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fly ash; Biomass (ecology); Wood ash; Bottom ash; Bagasse; Environmental science; Coal; Waste management; Pulp and paper industry; Geology; Agronomy; Engineering","score_opus":0.012516192796453647,"score_gpt":0.2089677672440987,"score_spread":0.19645157444764508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1931271622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868995,0.00007216193,0.00025674625,0.000005708008,0.0000016197214,0.000005029374,0.00014598326,0.000007522006,0.00081519387],"genre_scores_gemma":[0.9978369,0.00007568833,0.00025904583,0.0000061912224,6.17422e-7,0.000003184468,0.00017925263,0.0000040080076,0.0016351385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997876,0.0000069472567,0.000012652335,0.000031524756,0.00013010346,0.000031154752],"domain_scores_gemma":[0.9997304,0.000032353702,0.00004286782,0.000010671337,0.00015171318,0.000031962714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104569015,0.00022292443,0.00011420371,0.0008474224,0.000291292,0.0003931303,0.00020785673,0.00024051532,0.0010461725],"category_scores_gemma":[0.00027168693,0.0001223714,0.00013868968,0.00066252664,0.00023787693,0.00023779689,0.00015079313,0.0001566628,0.00023578237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017119644,0.00006193794,0.07523816,0.00009860159,0.000021465936,0.00056648615,0.0003308141,0.0027738404,0.9053198,0.00019472073,0.00018948564,0.0150334705],"study_design_scores_gemma":[0.0000037108084,0.00034940333,0.38292375,0.000011293226,0.000033435743,0.00034258093,0.0017278462,0.007239119,0.604391,0.00011497545,0.002827239,0.00003569996],"about_ca_topic_score_codex":0.014710841,"about_ca_topic_score_gemma":0.033521723,"teacher_disagreement_score":0.014710841,"about_ca_system_score_codex":0.00033081628,"about_ca_system_score_gemma":0.00029576587,"threshold_uncertainty_score":0.029250443},"labels":[],"label_agreement":null},{"id":"W1962022108","doi":"10.1139/s04-062","title":"Environmental, geotechnical, and hydraulic behaviour of a cellulose-rich by-product used as alternative cover material","year":2005,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Biodegradation; Leachate; Environmental science; Waste management; Raw material; Leaching (pedology); Environmental engineering; Chemistry; Engineering; Soil water; Soil science","score_opus":0.005409601389353086,"score_gpt":0.20040987335302404,"score_spread":0.19500027196367095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1962022108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996911,0.000033032804,0.00009369256,0.0000028932202,8.215762e-7,0.000003731867,0.00006015408,0.0000021174176,0.00011236001],"genre_scores_gemma":[0.9989121,0.000121949764,0.00030495162,0.000005823688,0.0000020404111,0.00000780036,0.00018678299,0.000002749179,0.0004558651],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998092,0.00003743574,0.000009420571,0.000024585635,0.00007220685,0.000047169477],"domain_scores_gemma":[0.9998068,0.000055886307,0.000051507417,0.000011883933,0.00004532385,0.000028684468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020881619,0.0003093309,0.00019148407,0.0002998175,0.00020103695,0.00031911963,0.00010355646,0.00029331635,0.0004732792],"category_scores_gemma":[0.00029624987,0.0001274263,0.00021493262,0.00023719319,0.00022712478,0.00024434066,0.0001768124,0.0002023504,0.00012748767],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003454209,0.00013182028,0.0068630814,0.00003927147,0.000014329666,0.0001222692,0.00007879085,0.00050426624,0.98946595,0.000030082494,0.00002559858,0.0023792267],"study_design_scores_gemma":[0.000012886703,0.0030547236,0.049392696,0.000007273097,0.000036104208,0.00017915534,0.00017693442,0.0021830346,0.9443796,0.00003492242,0.0005301534,0.000012419571],"about_ca_topic_score_codex":0.0019498438,"about_ca_topic_score_gemma":0.0022979064,"teacher_disagreement_score":0.0019498438,"about_ca_system_score_codex":0.00025669517,"about_ca_system_score_gemma":0.00018953734,"threshold_uncertainty_score":0.0038769841},"labels":[],"label_agreement":null},{"id":"W1963652240","doi":"10.1680/gein.2009.16.6.482","title":"Ageing of HDPE geomembranes in jet fuel A-1","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"","keywords":"High-density polyethylene; Materials science; Geomembrane; Polyethylene; Low-density polyethylene; Ageing; Accelerated aging; Composite material; Environmental science; Medicine","score_opus":0.00829482610770429,"score_gpt":0.23668995970956824,"score_spread":0.22839513360186395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963652240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99766433,0.0007427988,0.0010492264,0.0000142720755,0.000010028835,0.000006715099,0.00021528655,0.000015106322,0.00028232083],"genre_scores_gemma":[0.99712414,0.00047860944,0.0009034802,0.000011548824,0.0000022993033,0.0000074866857,0.00030192226,0.0000066814605,0.0011638498],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988675,0.000013056552,0.000007754039,0.000030223042,0.00004521884,0.000016986653],"domain_scores_gemma":[0.99983716,0.000034932615,0.000045555942,0.000010441506,0.00005786888,0.000013966364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031652383,0.00025558012,0.00017395799,0.00015413864,0.00020249131,0.00021112668,0.00018355848,0.00030888326,0.0008431724],"category_scores_gemma":[0.00033083867,0.00007233694,0.00022886058,0.00017776733,0.00014227412,0.0003070008,0.00014381034,0.00022762296,0.00021235255],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013286862,0.000013810689,0.0018895454,0.00008971625,0.000015915542,0.00011646209,0.000099509154,0.00045604928,0.99409676,0.000034230226,0.000027459366,0.003027745],"study_design_scores_gemma":[0.000003460387,0.00025856838,0.015275118,0.000012146527,0.000017371724,0.0001390867,0.000093322575,0.0007833665,0.98204434,0.000024868401,0.0013398274,0.00000854074],"about_ca_topic_score_codex":0.0017308936,"about_ca_topic_score_gemma":0.0013717108,"teacher_disagreement_score":0.0017308936,"about_ca_system_score_codex":0.00027869872,"about_ca_system_score_gemma":0.000120485696,"threshold_uncertainty_score":0.0034416914},"labels":[],"label_agreement":null},{"id":"W1963874818","doi":"10.1016/j.wasman.2007.07.006","title":"Comparison of slope stability in two Brazilian municipal landfills","year":2007,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan; University of Guelph","funders":"","keywords":"Dispose pattern; Land reclamation; Waste management; Environmental science; Municipal solid waste; Foundation (evidence); Engineering; Slope stability; Geotechnical engineering; Environmental engineering","score_opus":0.02556607630770287,"score_gpt":0.31340139143747486,"score_spread":0.287835315129772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963874818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99838793,0.000039401813,0.00010389711,0.000007647953,5.32219e-7,0.000004284904,0.000100515455,0.0000034928369,0.0013522764],"genre_scores_gemma":[0.9994468,0.000034745215,0.00009380188,0.0000017672288,4.2645408e-7,0.0000027144542,0.00010374825,0.0000030562564,0.00031282057],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99950874,0.00007579924,0.00002994422,0.000062121115,0.00019010494,0.00013342465],"domain_scores_gemma":[0.9992311,0.000114012626,0.00016172441,0.000064353335,0.00036911463,0.00005966276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004952309,0.00025562887,0.0005121371,0.0019367151,0.0013733709,0.0012254443,0.00032322225,0.0004205862,0.0016157428],"category_scores_gemma":[0.0013529068,0.00022354421,0.00040491836,0.0034874603,0.0007253177,0.0004007545,0.0006675858,0.00018264468,0.00026872894],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010792746,0.00019676298,0.9129167,0.00011028775,0.00014346505,0.0005921877,0.005122409,0.0060956744,0.038214702,0.0015150394,0.000281526,0.0337319],"study_design_scores_gemma":[0.0000059388067,0.00015791233,0.98592085,0.00001298115,0.00006177658,0.00011961596,0.0054875277,0.0023813362,0.0040057427,0.00014381675,0.0016915601,0.0000109349985],"about_ca_topic_score_codex":0.07264154,"about_ca_topic_score_gemma":0.19811101,"teacher_disagreement_score":0.07264154,"about_ca_system_score_codex":0.0017156964,"about_ca_system_score_gemma":0.0013410494,"threshold_uncertainty_score":0.14443743},"labels":[],"label_agreement":null},{"id":"W1965915658","doi":"10.1139/cgj-2012-0367","title":"Changes in geosynthetic clay liner (GCL) properties after 2 years in a cover over arsenic-rich tailings","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Geotextile; Tailings; Bentonite; Hydraulic conductivity; Geotechnical engineering; Geology; Environmental science; Soil water; Materials science; Soil science; Metallurgy","score_opus":0.008439199456311677,"score_gpt":0.19136719430196278,"score_spread":0.1829279948456511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965915658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996904,0.000014739469,0.00004705313,0.0000019815227,6.030734e-7,0.00000475392,0.00012045474,0.0000032909222,0.00011669007],"genre_scores_gemma":[0.99879503,0.00001818717,0.00014078536,0.000007794881,6.046718e-7,0.0000064406186,0.00029527684,0.000004168612,0.0007318013],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998385,0.000013024061,0.000007596013,0.000045103476,0.00005057925,0.000045255572],"domain_scores_gemma":[0.99953616,0.00005407232,0.00010335892,0.000025940864,0.00017821662,0.00010230636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018986453,0.000266917,0.00029404348,0.00030929552,0.00039446956,0.00039121407,0.00028590803,0.00034946259,0.0005553468],"category_scores_gemma":[0.00033641036,0.00018608323,0.00023892523,0.00027834077,0.0002992886,0.000214314,0.00029118426,0.00028687212,0.00018099858],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008714789,0.00016028291,0.064249344,0.000047255988,0.000041585863,0.00042872177,0.00045825625,0.0006059748,0.9301642,0.000015066084,0.000056180095,0.0029016733],"study_design_scores_gemma":[0.000014533443,0.0027381855,0.7866821,0.000007081373,0.000060658553,0.00019861272,0.0009146088,0.0014873138,0.20710796,0.000011848069,0.00075420237,0.000022841888],"about_ca_topic_score_codex":0.051668875,"about_ca_topic_score_gemma":0.11703394,"teacher_disagreement_score":0.051668875,"about_ca_system_score_codex":0.0009814856,"about_ca_system_score_gemma":0.0004055966,"threshold_uncertainty_score":0.102736294},"labels":[],"label_agreement":null},{"id":"W1966081613","doi":"10.1016/j.wasman.2007.06.017","title":"Study of thin biocovers (TBC) for oxidizing uncaptured methane emissions in bioreactor landfills","year":2007,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Sawdust; Bioreactor; Compost; Oxidizing agent; Landfill gas; Biodegradation; Anaerobic oxidation of methane; Carbon dioxide; Waste management; Moisture; Bioreactor landfill; Municipal solid waste; Materials science; Environmental science; Pulp and paper industry; Environmental chemistry; Environmental engineering; Chemistry; Composite material; Engineering; Organic chemistry","score_opus":0.020222949303184422,"score_gpt":0.27033664102662397,"score_spread":0.25011369172343956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966081613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994418,0.00014612607,0.00022652031,0.0000057337325,0.000002737732,0.0000044316275,0.000019541365,0.0000043225004,0.00014880493],"genre_scores_gemma":[0.99839133,0.00021635948,0.0006649133,0.000008302801,0.0000027381532,0.00000752915,0.00007361633,0.0000059018125,0.0006294183],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998196,0.000029308392,0.000011051291,0.000026619762,0.000056959736,0.00005645129],"domain_scores_gemma":[0.9998,0.000049465838,0.000042579395,0.000017049413,0.00006279104,0.000028161947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026636306,0.00023699403,0.00026866386,0.00020115198,0.00024194454,0.00030730123,0.00023615517,0.00023897695,0.0005785142],"category_scores_gemma":[0.00036424823,0.00011046256,0.000280813,0.00023809726,0.0001912516,0.00026216108,0.00017371483,0.00031951963,0.00008951982],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026464104,0.000059397484,0.0005335867,0.00005183009,0.000009013145,0.000035474153,0.000033895863,0.00028868194,0.99687093,0.000045580866,0.000015218166,0.0017917964],"study_design_scores_gemma":[0.0000044979674,0.00041154007,0.001947584,0.0000036437675,0.000011109594,0.000027875658,0.00005720505,0.0006819657,0.9966307,0.000006460694,0.00021515234,0.0000021316714],"about_ca_topic_score_codex":0.004107625,"about_ca_topic_score_gemma":0.004117372,"teacher_disagreement_score":0.004107625,"about_ca_system_score_codex":0.00036234647,"about_ca_system_score_gemma":0.0002473524,"threshold_uncertainty_score":0.008167446},"labels":[],"label_agreement":null},{"id":"W1969350259","doi":"10.1680/gein.13.00003","title":"Antioxidant depletion of HDPE geomembrane with sand protection layer","year":2013,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Leachate; Geosynthetic clay liner; Ultimate tensile strength; High-density polyethylene; Geotechnical engineering; Geosynthetics; Environmental science; Polyethylene; Materials science; Environmental engineering; Composite material; Waste management; Geology; Soil water; Soil science; Engineering","score_opus":0.010473172464328167,"score_gpt":0.20547321267576216,"score_spread":0.195000040211434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969350259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999589,0.0000911764,0.00017973992,0.000004370661,0.000001840618,0.0000035646992,0.0000411937,0.000008033327,0.00008119341],"genre_scores_gemma":[0.9989562,0.0000799925,0.0005053238,0.0000062461545,9.322871e-7,0.0000055425967,0.00007579651,0.0000031725629,0.0003668037],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998671,0.000020376508,0.000012728039,0.00002811848,0.000042731634,0.000028890128],"domain_scores_gemma":[0.99983084,0.000029164461,0.000050554074,0.00001404693,0.000051620777,0.000023786864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026883735,0.00033337603,0.0002975942,0.00016023628,0.00015879558,0.0002342008,0.00019528627,0.0003152421,0.00054015854],"category_scores_gemma":[0.00027090756,0.000106016916,0.00021050479,0.00014615104,0.00013328332,0.00029938022,0.00019931192,0.00018033537,0.00013691632],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022190473,0.000025484083,0.0007653202,0.00004557801,0.000009867461,0.000029126255,0.000025411278,0.0002709559,0.9976387,0.000009383075,0.000011156213,0.0009470924],"study_design_scores_gemma":[0.0000049556206,0.0003518065,0.0030255108,0.0000032275082,0.000011157933,0.000020280544,0.000019685504,0.00056702015,0.99575055,0.0000040011078,0.00023866157,0.0000030636568],"about_ca_topic_score_codex":0.0012153636,"about_ca_topic_score_gemma":0.0015398404,"teacher_disagreement_score":0.0012153636,"about_ca_system_score_codex":0.00025732347,"about_ca_system_score_gemma":0.0001663351,"threshold_uncertainty_score":0.002416551},"labels":[],"label_agreement":null},{"id":"W1969640219","doi":"10.2134/jeq2007.0637","title":"Landfill Cover Soil, Soil Solution, and Vegetation Responses to Municipal Landfill Leachate Applications","year":2008,"lang":"en","type":"article","venue":"Journal of Environmental Quality","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Grand Valley State University; Alberta Water Research Institute","keywords":"Leachate; Leaching (pedology); Environmental science; Groundwater; Irrigation; Municipal solid waste; Environmental engineering; Environmental chemistry; Soil water; Waste management; Soil science; Agronomy; Chemistry; Geology; Geotechnical engineering","score_opus":0.034214812500634,"score_gpt":0.2899371300615892,"score_spread":0.2557223175609552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969640219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99980086,0.000015026738,0.000042304033,0.0000029819341,3.7441998e-7,0.0000034669013,0.000056153953,0.000002050996,0.00007685245],"genre_scores_gemma":[0.99902666,0.00004319945,0.00020137381,0.000019431911,0.0000011392408,0.000016903745,0.00026132382,0.0000028911068,0.0004270746],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998586,0.000021359308,0.000010067355,0.000051399627,0.000027444577,0.000031200314],"domain_scores_gemma":[0.9997818,0.000028381792,0.000084886706,0.000011040835,0.000057099092,0.000036882786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001242609,0.0002213041,0.00022970833,0.00013628822,0.00022180559,0.00036934554,0.00014115943,0.00021412036,0.00056535355],"category_scores_gemma":[0.00019417742,0.000111704954,0.0001900917,0.00015931972,0.00019089178,0.00017691105,0.00022768092,0.00018679805,0.00008375329],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008963436,0.00014113769,0.20969029,0.000059946622,0.00005946004,0.00014299719,0.00027104001,0.0007254684,0.78252065,0.00002544473,0.000076810495,0.0053904494],"study_design_scores_gemma":[0.000013915996,0.0011622069,0.89851403,0.000004541167,0.000035004436,0.00012283535,0.00042028681,0.0018004817,0.097156644,0.000041389045,0.000717427,0.00001118508],"about_ca_topic_score_codex":0.009992783,"about_ca_topic_score_gemma":0.03188437,"teacher_disagreement_score":0.009992783,"about_ca_system_score_codex":0.0008464919,"about_ca_system_score_gemma":0.00027895736,"threshold_uncertainty_score":0.019869208},"labels":[],"label_agreement":null},{"id":"W1971129974","doi":"10.1061/(asce)gt.1943-5606.0001234","title":"Durability of Three HDPE Geomembranes Immersed in Different Fluids at 85°C","year":2014,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Geomembrane; High-density polyethylene; Degradation (telecommunications); Antioxidant; Environmental chemistry; Chemistry; Polyethylene; Municipal solid waste; Waste management; Environmental science; Materials science; Composite material; Organic chemistry","score_opus":0.004295980886567594,"score_gpt":0.17010713206737485,"score_spread":0.16581115118080725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971129974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99877983,0.0003543535,0.00049500505,0.000014873961,0.0000090512785,0.000009665085,0.00017470516,0.000014703507,0.00014779514],"genre_scores_gemma":[0.99666756,0.0004095049,0.0016768385,0.000022705794,0.0000039913252,0.00002529741,0.00032841958,0.0000100557645,0.0008555857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997763,0.00002457606,0.00003343807,0.00004613895,0.00007596602,0.000043618915],"domain_scores_gemma":[0.9996314,0.00006963207,0.00009678267,0.000026030722,0.00012177554,0.000054372696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004376276,0.00046343464,0.0003573486,0.00030561513,0.00026167635,0.0004212734,0.00022752793,0.00061274524,0.0007545286],"category_scores_gemma":[0.00080832123,0.0001815503,0.0003593894,0.00037184174,0.00024857942,0.00061199116,0.00035799132,0.00041530092,0.00017909012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020081754,0.00002204936,0.00083696394,0.000059226855,0.0000149736225,0.00004111407,0.000072349,0.00015160107,0.99709666,0.000022930002,0.000009643065,0.0014717726],"study_design_scores_gemma":[0.0000075032867,0.00043348855,0.0074071386,0.000010371544,0.000026347743,0.000067273235,0.00010022775,0.00038706872,0.99093246,0.000016235053,0.00059984805,0.000011893336],"about_ca_topic_score_codex":0.0011060106,"about_ca_topic_score_gemma":0.0014152282,"teacher_disagreement_score":0.0011060106,"about_ca_system_score_codex":0.00034386976,"about_ca_system_score_gemma":0.00021080585,"threshold_uncertainty_score":0.002524197},"labels":[],"label_agreement":null},{"id":"W1972174821","doi":"10.1177/0734242x14546036","title":"Enhancing biogas production from anaerobic biodegradation of the organic fraction of municipal solid waste through leachate blending and recirculation","year":2014,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Leachate; Biogas; Municipal solid waste; Bioreactor; Bioreactor landfill; Waste management; Biodegradation; Environmental science; Biodegradable waste; Fraction (chemistry); Biogas production; Pulp and paper industry; Anaerobic digestion; Chemistry; Methane; Engineering; Chromatography; Organic chemistry","score_opus":0.026594878995417032,"score_gpt":0.28858471587896317,"score_spread":0.26198983688354616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972174821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990428,0.00012889436,0.0006525747,0.000006958141,0.0000027436058,0.000005154938,0.000037704966,0.000009332144,0.000113816255],"genre_scores_gemma":[0.99753284,0.00019748622,0.0015885135,0.0000092398395,0.0000021750059,0.000009543405,0.00012027675,0.0000061577725,0.00053381093],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999869,0.000024659552,0.000015301173,0.000023909815,0.000033492146,0.00003363978],"domain_scores_gemma":[0.99991894,0.000014248209,0.000025797637,0.00000789698,0.000012638487,0.00002047106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022085344,0.00038037938,0.0002941991,0.00025544807,0.00008875813,0.0002694825,0.00012403313,0.00021054554,0.00041636606],"category_scores_gemma":[0.00015862609,0.00011131991,0.00035264128,0.00024985636,0.00013204475,0.0003559478,0.0002731687,0.00021983428,0.00009175585],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010567874,0.000024508381,0.0005001531,0.000016921551,0.0000031113566,0.000013038219,0.000010344321,0.000069862974,0.9979715,0.000009198061,0.000002129192,0.0012736638],"study_design_scores_gemma":[0.0000039107586,0.00038277937,0.0029417605,0.0000019703652,0.000008638253,0.000028906601,0.000015283973,0.00021089238,0.99621284,0.0000073370315,0.00018286581,0.0000027172505],"about_ca_topic_score_codex":0.00047664353,"about_ca_topic_score_gemma":0.0012544045,"teacher_disagreement_score":0.00047664353,"about_ca_system_score_codex":0.0001415279,"about_ca_system_score_gemma":0.00018473822,"threshold_uncertainty_score":0.001392901},"labels":[],"label_agreement":null},{"id":"W1972795757","doi":"10.1115/nawtec20-7022","title":"Comparison of Environmental Performance Expectations: Gasification Versus Mass-Burn WTE Facilities Currently Under Construction in North America","year":2012,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Waste management; Waste-to-energy; Environmental science; Engineering","score_opus":0.03584130630281228,"score_gpt":0.28098171385394055,"score_spread":0.24514040755112826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972795757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98329157,0.00021594019,0.00047089005,0.00052641204,0.000010061031,0.000035189467,0.00042736842,0.000060366478,0.014962171],"genre_scores_gemma":[0.9975625,0.00019830704,0.00028854414,0.00010279698,0.000006795777,0.000037158166,0.0005708101,0.00001710173,0.0012161033],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9957436,0.0008716148,0.00014126895,0.00035516618,0.0018845049,0.0010038225],"domain_scores_gemma":[0.987357,0.0020524669,0.0021045771,0.00045031408,0.0061735557,0.0018619417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034526326,0.00036625873,0.00029610726,0.0018284685,0.00140836,0.0027507138,0.0010926074,0.0006694934,0.0023103356],"category_scores_gemma":[0.0070945,0.0002479401,0.00044359782,0.0022189685,0.0009500409,0.0015082059,0.0012689347,0.0005042929,0.00044227496],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028923266,0.0015141706,0.85044885,0.00034966896,0.000228269,0.0009743476,0.0061124167,0.013509061,0.011794037,0.0048271227,0.008551121,0.09879871],"study_design_scores_gemma":[0.000037305686,0.0013020143,0.9667358,0.00006544629,0.00004149444,0.00020066637,0.01720472,0.002368961,0.003904321,0.00035234587,0.007737677,0.000049102353],"about_ca_topic_score_codex":0.06863686,"about_ca_topic_score_gemma":0.11349443,"teacher_disagreement_score":0.06863686,"about_ca_system_score_codex":0.0060691196,"about_ca_system_score_gemma":0.0035339377,"threshold_uncertainty_score":0.13647473},"labels":[],"label_agreement":null},{"id":"W1973693645","doi":"10.1139/t03-092","title":"Coupled multi-ion electrodiffusion analysis for clay soils","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council","keywords":"Diffusion; Kaolinite; Geotechnical engineering; Ionic bonding; Ion; Chemistry; Ion exchange; Ion transporter; Materials science; Mineralogy; Thermodynamics; Geology; Physics","score_opus":0.013600400267811327,"score_gpt":0.23840962924729847,"score_spread":0.22480922897948713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973693645","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42201763,0.00069604756,0.5696446,0.0002926487,0.000044212833,0.00012213585,0.00030617375,0.0002495501,0.0066269627],"genre_scores_gemma":[0.9675656,0.00037002034,0.02562102,0.000053932792,0.000012115318,0.0001579987,0.00015102733,0.00004526721,0.0060230014],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998696,0.000031482214,0.0000071262093,0.000028313047,0.000042044616,0.000021358646],"domain_scores_gemma":[0.9996264,0.00024365497,0.000035743185,0.000014689175,0.00006310266,0.000016389864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032555684,0.00052502577,0.00050482823,0.0006261706,0.00021912446,0.00054929405,0.0005768407,0.0008776702,0.0008640391],"category_scores_gemma":[0.0009541088,0.00030389047,0.0009575457,0.00023946323,0.00054822076,0.0005394943,0.0007047897,0.00040489912,0.00012805959],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050084054,0.0000319975,0.0009137823,0.00006107072,0.000039556624,0.00009068116,0.00007149457,0.96966034,0.018191025,0.007589376,0.00011356191,0.0031869856],"study_design_scores_gemma":[0.0000030946521,0.0000058599458,0.00008103984,8.277482e-7,0.0000026363196,0.000005811339,0.0000054867487,0.9985304,0.00061024696,0.0006320846,0.00011957054,0.000003035178],"about_ca_topic_score_codex":0.01197181,"about_ca_topic_score_gemma":0.0044097407,"teacher_disagreement_score":0.01197181,"about_ca_system_score_codex":0.0008785399,"about_ca_system_score_gemma":0.0006546526,"threshold_uncertainty_score":0.023804247},"labels":[],"label_agreement":null},{"id":"W1974508082","doi":"10.1139/t02-074","title":"Effects of exposure conditions on the depletion of antioxidants from high-density polyethylene (HDPE) geomembranes","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":123,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; High-density polyethylene; Leachate; Polyethylene; Environmental science; Durability; Ageing; Accelerated aging; Waste management; Materials science; Environmental chemistry; Geotechnical engineering; Composite material; Chemistry; Geology","score_opus":0.007879999698930966,"score_gpt":0.18408808327191037,"score_spread":0.1762080835729794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974508082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998528,0.0004213126,0.0005991581,0.000016970624,0.000007747314,0.0000122083375,0.00013015112,0.000011056442,0.00027337114],"genre_scores_gemma":[0.99781775,0.00043782027,0.00080206303,0.00002542209,0.000004861099,0.000019163925,0.00018283808,0.0000049207265,0.00070518296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998067,0.000042459247,0.000017889986,0.000037120524,0.000060316375,0.00003551418],"domain_scores_gemma":[0.9996482,0.00010728545,0.000088732144,0.000025293097,0.00010143217,0.000029024906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003145816,0.00036997194,0.00026685774,0.0001783444,0.00027393183,0.0002463134,0.00013605619,0.00029552853,0.000879581],"category_scores_gemma":[0.00046402324,0.0001499456,0.00025662055,0.00016014981,0.00018122637,0.00026657188,0.00017935772,0.00029701059,0.00012045721],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035949124,0.00003838841,0.0016716389,0.00006673455,0.000016766418,0.000057853937,0.00010079518,0.000115398485,0.99543506,0.000014815289,0.000025679848,0.002097409],"study_design_scores_gemma":[0.000008654535,0.0011596554,0.015999783,0.000006637498,0.000033275595,0.00010524556,0.00007395775,0.00015871946,0.98186344,0.00002109829,0.00056131283,0.000008205569],"about_ca_topic_score_codex":0.0020431099,"about_ca_topic_score_gemma":0.0032503852,"teacher_disagreement_score":0.0020431099,"about_ca_system_score_codex":0.00025793706,"about_ca_system_score_gemma":0.00017974703,"threshold_uncertainty_score":0.004062474},"labels":[],"label_agreement":null},{"id":"W1975115561","doi":"10.1680/gein.2008.15.3.173","title":"The application of geotextile and granular filters for PCB remediation","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Geotextile; Clogging; Geosynthetics; Environmental remediation; Environmental science; Permeable reactive barrier; Geotechnical engineering; Filtration (mathematics); Filter (signal processing); Contamination; Environmental engineering; Waste management; Engineering; Ecology","score_opus":0.009897087330586158,"score_gpt":0.22865868102309198,"score_spread":0.2187615936925058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975115561","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934629,0.0007420942,0.004276697,0.000080854115,0.000014883256,0.00008659361,0.000051437884,0.00004186942,0.0012425345],"genre_scores_gemma":[0.99477404,0.00052619516,0.003919423,0.000030185756,0.0000037893187,0.000013590574,0.000043297525,0.0000053444787,0.00068420323],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958056,0.000051139185,0.00001609215,0.00005328045,0.00021586016,0.00008306926],"domain_scores_gemma":[0.9998375,0.000021277332,0.000045670757,0.00001770107,0.0000386739,0.000039156133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002768837,0.00032280682,0.00023911576,0.0004087024,0.0005363109,0.0008061078,0.00036194958,0.0003675118,0.0006077865],"category_scores_gemma":[0.00037317557,0.00013003555,0.0002491629,0.00029503586,0.0004553415,0.0002979062,0.00047594277,0.0002949712,0.00012457589],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016114263,0.00007889844,0.0016740347,0.0001695674,0.00001618268,0.00016193122,0.00007579372,0.0008725099,0.98213094,0.00021515692,0.000052983243,0.014390944],"study_design_scores_gemma":[0.000052080042,0.002128072,0.015351655,0.000024261684,0.00004099025,0.00042855428,0.00024740168,0.0017299873,0.9756596,0.000096420896,0.0042159683,0.000025045443],"about_ca_topic_score_codex":0.013828451,"about_ca_topic_score_gemma":0.02427062,"teacher_disagreement_score":0.013828451,"about_ca_system_score_codex":0.0007258049,"about_ca_system_score_gemma":0.0007467783,"threshold_uncertainty_score":0.02749592},"labels":[],"label_agreement":null},{"id":"W1977059893","doi":"10.1061/(asce)gt.1943-5606.0000522","title":"Effect of GCL Properties on Shrinkage When Subjected to Wet-Dry Cycles","year":2011,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment; Ontario Centres of Excellence; Ontario Innovation Trust","keywords":"Shrinkage; Bentonite; Geosynthetic clay liner; Wetting; Water content; Materials science; Composite material; Moisture; Geotextile; Geotechnical engineering; Hydraulic conductivity; Environmental science; Soil science; Geology; Soil water","score_opus":0.008453110615219972,"score_gpt":0.1852043129078035,"score_spread":0.17675120229258354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977059893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868625,0.00018854419,0.00043050616,0.000010621608,0.0000056899094,0.00001389561,0.00012255568,0.000048898557,0.00049294205],"genre_scores_gemma":[0.9975011,0.00017796304,0.00100358,0.00003077535,0.0000039821116,0.000024709947,0.00029193214,0.00007174527,0.000894212],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99960726,0.000043258453,0.000045928562,0.00007695953,0.00016420896,0.00006250945],"domain_scores_gemma":[0.99910116,0.00030359285,0.00017576858,0.00011333288,0.00018175998,0.00012442292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042989454,0.00044723784,0.0003534679,0.000468886,0.00024082972,0.0002946412,0.00023405503,0.00030600055,0.0018473301],"category_scores_gemma":[0.0012761251,0.00027607734,0.00025867048,0.0004203079,0.00038033223,0.0003139165,0.00034326038,0.0004067991,0.00028291365],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014369628,0.000018293167,0.0013548246,0.000057941234,0.000012146462,0.000103988925,0.000118982854,0.00044916765,0.99484575,0.000012080269,0.000025957788,0.0028572502],"study_design_scores_gemma":[0.000009050665,0.000743269,0.025214482,0.000009412289,0.000028738414,0.00013637733,0.00013243998,0.00091878854,0.9717855,0.000012751158,0.0009931825,0.000016001408],"about_ca_topic_score_codex":0.0007453631,"about_ca_topic_score_gemma":0.0027724707,"teacher_disagreement_score":0.0018473301,"about_ca_system_score_codex":0.00022929214,"about_ca_system_score_gemma":0.00014997563,"threshold_uncertainty_score":0.006179929},"labels":[],"label_agreement":null},{"id":"W1979182617","doi":"10.1177/0734242x08091555","title":"A laboratory-scale comparison of compost and sand—compost—perlite as methane-oxidizing biofilter media","year":2009,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Government of Canada; Federation of Canadian Municipalities","keywords":"Compost; Perlite; Biofilter; Oxidizing agent; Methane; Environmental science; Waste management; Chemistry; Pulp and paper industry; Environmental engineering; Engineering; Biology; Horticulture","score_opus":0.02658559276105104,"score_gpt":0.3261863128372763,"score_spread":0.29960072007622524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979182617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99643826,0.00090050383,0.0013557237,0.00005282855,0.000041172905,0.00013694819,0.0003090027,0.000038507806,0.0007269994],"genre_scores_gemma":[0.9877295,0.0014445763,0.008773802,0.000058147343,0.000031919262,0.0001688529,0.00079381233,0.000022516853,0.0009768305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991341,0.00026234827,0.000104195526,0.00013363274,0.00026310296,0.00010265303],"domain_scores_gemma":[0.9992692,0.00028033237,0.00009885968,0.000053034142,0.00017152609,0.00012700458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058070244,0.00048525733,0.000562027,0.00033024652,0.00036272785,0.0008677607,0.00054105365,0.00039064855,0.00058547605],"category_scores_gemma":[0.0008552607,0.00015179359,0.0003367468,0.0004073983,0.00025165518,0.00040503597,0.00040055343,0.00040976156,0.00019524306],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014615124,0.00085665967,0.0015038953,0.00029823752,0.000050422557,0.00004966214,0.000051906434,0.00036337873,0.98699063,0.00005036748,0.00009975872,0.008223496],"study_design_scores_gemma":[0.00007743755,0.0061564567,0.0068779155,0.00001952582,0.00009244263,0.00009551362,0.00011269054,0.0014175429,0.9837917,0.000022211256,0.0013168943,0.000019822395],"about_ca_topic_score_codex":0.0028645163,"about_ca_topic_score_gemma":0.004948754,"teacher_disagreement_score":0.0028645163,"about_ca_system_score_codex":0.00050377165,"about_ca_system_score_gemma":0.0004964969,"threshold_uncertainty_score":0.0056957603},"labels":[],"label_agreement":null},{"id":"W1979779256","doi":"10.1139/cgj-2014-0241","title":"Classification and quantification of downslope erosion from a geosynthetic clay liner (GCL) when covered only by a black geomembrane","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetic clay liner; Geotechnical engineering; Geotextile; Erosion; Geosynthetics; Bentonite; Geology; Environmental science; Geomorphology; Soil science; Soil water","score_opus":0.012374578727951537,"score_gpt":0.21050589215365645,"score_spread":0.19813131342570492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979779256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990583,0.000022701686,0.0006459721,0.0000021354113,4.983207e-7,0.000009456641,0.000059892485,0.00001609324,0.00018499505],"genre_scores_gemma":[0.996212,0.00005099286,0.0028381192,0.000007063495,0.0000010868013,0.000012269301,0.00016157875,0.0000074589866,0.0007094601],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997663,0.000022543261,0.000010140909,0.00006288241,0.00010337119,0.000034841243],"domain_scores_gemma":[0.9995146,0.000082885024,0.00021936251,0.000043252257,0.00010739046,0.00003258854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030645804,0.00027233863,0.00019718916,0.0007815229,0.00023918167,0.00027094944,0.00023528631,0.00032396824,0.0005346169],"category_scores_gemma":[0.00036105252,0.00015345437,0.00019751018,0.00037128507,0.00027780363,0.00019542279,0.0002073322,0.00019904682,0.00014829081],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037759673,0.0000699521,0.044520665,0.000046441535,0.000012316584,0.000266362,0.00030291427,0.0005855532,0.9453533,0.000017978313,0.00003947634,0.008407367],"study_design_scores_gemma":[0.000009708065,0.0016925612,0.7150648,0.000009080274,0.000025129826,0.00059495174,0.00036943328,0.002484364,0.27914482,0.0000148069985,0.0005690474,0.00002117197],"about_ca_topic_score_codex":0.0054724086,"about_ca_topic_score_gemma":0.015327995,"teacher_disagreement_score":0.0054724086,"about_ca_system_score_codex":0.00038275996,"about_ca_system_score_gemma":0.00011847598,"threshold_uncertainty_score":0.010881126},"labels":[],"label_agreement":null},{"id":"W1979950908","doi":"10.1115/ipc2002-27012","title":"Geosynthetic Clay Liners (GCLs)","year":2002,"lang":"en","type":"article","venue":"4th International Pipeline Conference, Parts A and B","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Geosynthetic clay liner; Bentonite; Geotextile; Expansive clay; Geotechnical engineering; Hydraulic conductivity; Materials science; Permeability (electromagnetism); Geomembrane; Montmorillonite; Shrinkage; Clogging; Composite material; Geology; Soil water","score_opus":0.027958545439955646,"score_gpt":0.24062864467515802,"score_spread":0.21267009923520236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979950908","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6708356,0.02082838,0.084819734,0.0010062336,0.0012939586,0.00092907675,0.010408372,0.009718393,0.20016026],"genre_scores_gemma":[0.86309576,0.0042204764,0.03639345,0.00062350446,0.00011116641,0.00016905795,0.0055739754,0.00071581564,0.089096844],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99934775,0.000037723956,0.000034466215,0.000110005,0.0003871452,0.000082905804],"domain_scores_gemma":[0.9995783,0.000035979116,0.000115630195,0.00005490698,0.0001352451,0.00007998646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029552318,0.000663366,0.00020466062,0.00151126,0.00043290624,0.0008125075,0.00060906867,0.00066359644,0.0138392495],"category_scores_gemma":[0.0005813614,0.00032193615,0.00034423222,0.0009693469,0.00046961804,0.0008634408,0.0009872947,0.00054173195,0.005114753],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054974656,0.00015987037,0.0032548863,0.0016312469,0.000052940577,0.0011603629,0.00028682442,0.0019124337,0.750592,0.009974191,0.026885685,0.20353977],"study_design_scores_gemma":[0.000070090384,0.0007735569,0.0066676955,0.00013568482,0.00005527173,0.0021576155,0.0002746829,0.0016858452,0.5285849,0.00084225246,0.45867372,0.00007872451],"about_ca_topic_score_codex":0.0021108415,"about_ca_topic_score_gemma":0.005048484,"teacher_disagreement_score":0.0138392495,"about_ca_system_score_codex":0.0005954536,"about_ca_system_score_gemma":0.00044123526,"threshold_uncertainty_score":0.046296895},"labels":[],"label_agreement":null},{"id":"W1980323658","doi":"10.1080/09593332208618315","title":"Methane Oxidation in Three Alberta Soils: Influence of Soil Parameters and Methane Flux Rates","year":2001,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":119,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Soil water; Environmental science; Loam; Anaerobic oxidation of methane; Environmental chemistry; Water content; Greenhouse gas; Peat; Moisture; Methanotroph; Environmental engineering; Soil science; Chemistry; Ecology; Geology","score_opus":0.00891533003909053,"score_gpt":0.22803245718905815,"score_spread":0.21911712714996762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980323658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932325,0.00007509494,0.000048888276,0.000011766276,0.000001659674,0.000005522574,0.00020113472,0.0000064189694,0.00032626034],"genre_scores_gemma":[0.998601,0.00020512461,0.00024014384,0.000011988713,0.0000018889937,0.0000056855783,0.00050814945,0.0000044140197,0.00042155784],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997912,0.000026006099,0.000015755184,0.000039728413,0.000063802356,0.00006355028],"domain_scores_gemma":[0.9996561,0.000100044745,0.000042941352,0.000013754638,0.00012518874,0.000061934574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003727535,0.00047904742,0.00027581767,0.0007259083,0.0007113537,0.0007681344,0.00037889535,0.0003596408,0.00040922384],"category_scores_gemma":[0.00044414512,0.00021469625,0.00026872844,0.00080816605,0.0004687403,0.0001949564,0.00025489024,0.0003033905,0.000108952794],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0065994775,0.0008438393,0.3561119,0.000338532,0.0002152417,0.00083713356,0.000788857,0.019899132,0.59113693,0.00034530708,0.0005027529,0.022380846],"study_design_scores_gemma":[0.00016977814,0.0011312672,0.8240159,0.00001596643,0.00014101637,0.00017986044,0.0010116886,0.024031613,0.14770018,0.00021364538,0.001325896,0.00006322023],"about_ca_topic_score_codex":0.5053077,"about_ca_topic_score_gemma":0.5068718,"teacher_disagreement_score":0.49469233,"about_ca_system_score_codex":0.0033250991,"about_ca_system_score_gemma":0.0012395451,"threshold_uncertainty_score":0.99521136},"labels":[],"label_agreement":null},{"id":"W1980932729","doi":"10.1016/j.geotexmem.2010.01.004","title":"Geomembrane puncture and strains from stones in an underlying clay layer","year":2010,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Drexel University; Ontario Innovation Trust","keywords":"Geomembrane; Ultimate tensile strength; Geotechnical engineering; Tensile strain; Materials science; Geosynthetics; High-density polyethylene; Composite material; Geology; Polyethylene","score_opus":0.018594655333121553,"score_gpt":0.25482274790358606,"score_spread":0.2362280925704645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980932729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916625,0.000022268123,0.00020420148,0.000004251977,0.000001694101,0.0000028861577,0.00002815255,0.0000037753,0.00056653755],"genre_scores_gemma":[0.9995289,0.000015978372,0.00007585131,0.0000021746744,9.202567e-7,0.000001758621,0.00003090018,0.0000023280886,0.00034111273],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99972814,0.00002432849,0.000014109984,0.00003271172,0.00010517141,0.00009559023],"domain_scores_gemma":[0.9993585,0.0002373298,0.00013790197,0.000056176334,0.00011409873,0.00009593775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024913726,0.0002573291,0.00022314048,0.0004540882,0.0005997773,0.00075239723,0.0003697743,0.00060637266,0.0026034527],"category_scores_gemma":[0.0011398514,0.0002546068,0.0002906936,0.00041944673,0.00073888083,0.0007597969,0.0008103985,0.0006257876,0.0003696115],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0059883515,0.00032785555,0.05658905,0.00015851723,0.000043752672,0.0020452251,0.0011079644,0.012852436,0.9035177,0.0012213609,0.00020321082,0.015944658],"study_design_scores_gemma":[0.00006877559,0.0017857099,0.32752287,0.000028585542,0.00005623566,0.00083078473,0.0025383737,0.02232706,0.6433227,0.0005605001,0.0009007477,0.000057659145],"about_ca_topic_score_codex":0.0022148706,"about_ca_topic_score_gemma":0.0023048455,"teacher_disagreement_score":0.0026034527,"about_ca_system_score_codex":0.00031647613,"about_ca_system_score_gemma":0.00025418765,"threshold_uncertainty_score":0.008709371},"labels":[],"label_agreement":null},{"id":"W1981152957","doi":"10.1016/j.scitotenv.2006.04.014","title":"Municipal solid waste characterization and its assessment for potential methane generation: A case study","year":2006,"lang":"en","type":"article","venue":"The Science of The Total Environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":290,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Municipal solid waste; Landfill gas; Environmental science; Biodegradable waste; Waste management; Environmental engineering; Greenhouse gas; Engineering; Chemistry","score_opus":0.018595747133474082,"score_gpt":0.2657906409076169,"score_spread":0.2471948937741428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981152957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996188,0.00005251258,0.0020404,0.00010057163,0.0000020066338,0.000037716985,0.000056634217,0.000023048875,0.0014989976],"genre_scores_gemma":[0.9963408,0.00006926268,0.0024879244,0.000009622624,0.0000018407111,0.000017133581,0.000040787618,0.000005960822,0.0010266845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99920195,0.00031033056,0.000033520686,0.00005944407,0.0002863311,0.00010850122],"domain_scores_gemma":[0.99874806,0.0007956905,0.00011343164,0.00012820143,0.00015856612,0.000055956913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013363245,0.00058198295,0.0004884078,0.00073235924,0.0018214709,0.0009933298,0.0008433388,0.0021180967,0.0014320135],"category_scores_gemma":[0.002016884,0.00029207204,0.0007158076,0.0010124737,0.00062812393,0.00080542563,0.00046298432,0.00042366522,0.00018089316],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0066788346,0.008281209,0.18038338,0.0012080139,0.00038876248,0.042145487,0.007705954,0.30042288,0.20238113,0.013607577,0.003016027,0.23378077],"study_design_scores_gemma":[0.0004930905,0.008311873,0.07144955,0.00008829314,0.0005934753,0.012589856,0.014221641,0.33697137,0.53331316,0.0060993894,0.015642246,0.00022603443],"about_ca_topic_score_codex":0.0092107365,"about_ca_topic_score_gemma":0.020288253,"teacher_disagreement_score":0.0092107365,"about_ca_system_score_codex":0.0011951842,"about_ca_system_score_gemma":0.0009795635,"threshold_uncertainty_score":0.018314242},"labels":[],"label_agreement":null},{"id":"W1981278836","doi":"10.1061/(asce)gt.1943-5606.0000899","title":"Potential for Desiccation of Geosynthetic Clay Liners Used in Barrier Systems","year":2013,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation; Ministry of Environment","keywords":"Desiccation; Geosynthetic clay liner; Geotechnical engineering; Subsoil; Environmental science; Geosynthetics; Water content; Soil water; Water potential; Aquifer; Geology; Soil science; Groundwater; Hydraulic conductivity; Ecology","score_opus":0.0043041976900580325,"score_gpt":0.18450055985513616,"score_spread":0.18019636216507814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981278836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931467,0.00007860026,0.00034377672,0.000011250504,0.000002520767,0.000007645093,0.000033319426,0.000016979458,0.00019126813],"genre_scores_gemma":[0.99939036,0.00003961452,0.00033064766,0.0000051200327,6.613659e-7,0.000003882891,0.000033727185,0.0000064476603,0.00018959866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953043,0.00009444969,0.000035112553,0.00007632345,0.00015071398,0.000112879236],"domain_scores_gemma":[0.9990345,0.00021740301,0.00034380626,0.000091277594,0.00020747293,0.000105516134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007522825,0.00031233756,0.0004656048,0.00055160234,0.00047970904,0.0008028605,0.00050724746,0.0004973135,0.0010050476],"category_scores_gemma":[0.0013880368,0.00016956929,0.00035573338,0.0004154835,0.00040360427,0.0006537037,0.0005985441,0.00030705612,0.00027414947],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023027963,0.00012429302,0.0956409,0.00035603635,0.00014351337,0.0015461886,0.0006720537,0.019739397,0.858665,0.00024629576,0.00026235954,0.020301206],"study_design_scores_gemma":[0.000058723155,0.006169213,0.18896149,0.00009104263,0.0002326838,0.0015493868,0.0029033818,0.03957494,0.75673914,0.00036569106,0.0032471276,0.00010724415],"about_ca_topic_score_codex":0.0027359375,"about_ca_topic_score_gemma":0.006190628,"teacher_disagreement_score":0.0027359375,"about_ca_system_score_codex":0.00082077406,"about_ca_system_score_gemma":0.00029589504,"threshold_uncertainty_score":0.0059551597},"labels":[],"label_agreement":null},{"id":"W1982288978","doi":"10.1016/j.envpol.2003.10.015","title":"Methane oxidation and formation of EPS in compost: effect of oxygen concentration","year":2003,"lang":"en","type":"article","venue":"Environmental Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":148,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal College of Physicians and Surgeons of Canada; Mount Royal University; University of Calgary","funders":"","keywords":"Chemistry; Oxygen; Anaerobic oxidation of methane; Biofilter; Environmental chemistry; Methane; Methanotroph; Nitrification; Limiting oxygen concentration; Diffusion; Nitrogen; Environmental engineering","score_opus":0.004790618019855462,"score_gpt":0.20590824021996,"score_spread":0.2011176222001045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982288978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994516,0.00014120275,0.00012459149,0.000008934839,0.0000041850476,0.0000036876359,0.000056686935,0.0000025579975,0.0002064542],"genre_scores_gemma":[0.9990038,0.000111711015,0.00025682058,0.0000068935715,0.0000033401102,0.0000062596437,0.00012620378,0.0000028069285,0.00048221962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997969,0.00004875944,0.000017760514,0.000027674108,0.000039999974,0.0000688803],"domain_scores_gemma":[0.9996356,0.00017310127,0.000057616977,0.000027266238,0.00004935621,0.000057010002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004409729,0.00029749834,0.00020686955,0.00028834736,0.00022608318,0.00029490088,0.00017993568,0.00040537954,0.00092155655],"category_scores_gemma":[0.0005750245,0.00019053518,0.00029238686,0.00035706986,0.00032319175,0.0003965998,0.00023447516,0.0002755501,0.00009395173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0059928554,0.00018730218,0.008351327,0.00008450176,0.000019937956,0.00012632352,0.00011368266,0.00041843855,0.98127973,0.000076305965,0.000042413478,0.003307168],"study_design_scores_gemma":[0.00004782651,0.0016723392,0.04035882,0.000007823682,0.00002832611,0.00012029753,0.000167256,0.0014201698,0.95571023,0.000054024404,0.0004045417,0.000008278814],"about_ca_topic_score_codex":0.003404047,"about_ca_topic_score_gemma":0.0034786952,"teacher_disagreement_score":0.003404047,"about_ca_system_score_codex":0.00026178118,"about_ca_system_score_gemma":0.00025839143,"threshold_uncertainty_score":0.006768465},"labels":[],"label_agreement":null},{"id":"W1982735252","doi":"10.1061/40515(291)4","title":"Potential Contaminant Migration at a Contaminated Soils Landfill Site in Quebec","year":2000,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Hydrogeology; Geomembrane; Environmental science; Groundwater; Soil water; Contamination; Groundwater flow; Natural (archaeology); Environmental engineering; Soil contamination; Soil science; Geotechnical engineering; Geology; Aquifer; Ecology","score_opus":0.003586397543756882,"score_gpt":0.19060340816097934,"score_spread":0.18701701061722245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982735252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988476,0.000009728617,0.00029048318,0.000035102323,7.1914576e-7,0.000012019404,0.00011108666,0.000023483259,0.00066980923],"genre_scores_gemma":[0.9976997,0.000024614028,0.00050919154,0.000011908868,3.6934813e-7,0.000004993109,0.00013976204,0.0000036044362,0.0016059213],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99979466,0.000037135025,0.000004671162,0.000034424458,0.00006432132,0.00006478798],"domain_scores_gemma":[0.9997758,0.00005134393,0.000030896732,0.0000141005685,0.000097200995,0.000030627183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030200905,0.0003253254,0.00022738088,0.00035005328,0.0013958605,0.00074915367,0.0006273522,0.00070812233,0.0016289705],"category_scores_gemma":[0.000478132,0.00015107088,0.0002063963,0.0005538854,0.0004235715,0.0003273146,0.00029093257,0.00023604104,0.00021154118],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013448964,0.00070569443,0.52346706,0.0002011958,0.00013362545,0.010026931,0.003142562,0.2806871,0.11232455,0.0018802803,0.0028859947,0.06320013],"study_design_scores_gemma":[0.00018427207,0.0024269982,0.4679309,0.00007211671,0.00015003704,0.0010334525,0.009948763,0.44324255,0.06665568,0.000665593,0.0075132544,0.00017633726],"about_ca_topic_score_codex":0.91119885,"about_ca_topic_score_gemma":0.9410466,"teacher_disagreement_score":0.088801146,"about_ca_system_score_codex":0.007825509,"about_ca_system_score_gemma":0.0055562947,"threshold_uncertainty_score":0.17864817},"labels":[],"label_agreement":null},{"id":"W1982735397","doi":"10.1016/j.geotexmem.2006.03.006","title":"Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel","year":2006,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Geomembrane; Wrinkle; Geotextile; Bentonite; Geotechnical engineering; Consolidation (business); Materials science; Hydraulic conductivity; Composite material; Extrusion; Geosynthetics; Geology; Soil water","score_opus":0.0025899708020787476,"score_gpt":0.16740929314296935,"score_spread":0.16481932234089058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982735397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972777,0.000016050806,0.00048491103,0.00006553604,0.000007845518,0.000010151384,0.00018322424,0.000076471355,0.0018781595],"genre_scores_gemma":[0.9991804,0.000008243645,0.00014874173,0.000007045988,0.0000021864118,0.000001951399,0.00006890626,0.00000989612,0.0005726359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997894,0.000019457359,0.000013826338,0.000052201958,0.00005268469,0.00007247793],"domain_scores_gemma":[0.9997242,0.000077796605,0.00004718981,0.000040039467,0.000026699036,0.00008410207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017772886,0.00034786412,0.0005117764,0.00051378895,0.0007423505,0.0009928534,0.0006383251,0.0012735333,0.004925085],"category_scores_gemma":[0.0007106537,0.0003521956,0.00041427527,0.00049082114,0.0011642345,0.00067994365,0.0007568038,0.0010191042,0.00043269602],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006984316,0.0011090046,0.046703927,0.00018719646,0.00018709688,0.0122039355,0.0016858918,0.49816415,0.41107392,0.0041205934,0.0016813782,0.015898626],"study_design_scores_gemma":[0.00041472696,0.0014698196,0.37952185,0.000029068697,0.00010415948,0.0012047141,0.0027605835,0.57846695,0.033485435,0.0009862661,0.0013492589,0.00020723972],"about_ca_topic_score_codex":0.00833365,"about_ca_topic_score_gemma":0.0048337593,"teacher_disagreement_score":0.00833365,"about_ca_system_score_codex":0.0006004909,"about_ca_system_score_gemma":0.00042385992,"threshold_uncertainty_score":0.01657027},"labels":[],"label_agreement":null},{"id":"W1982859012","doi":"10.2136/vzj2014.07.0086","title":"Impact of Bioclogging on Peat vs. Sand Biofilters","year":2015,"lang":"en","type":"article","venue":"Vadose Zone Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Clogging; Biofilter; Peat; Environmental science; Soil water; Septic tank; Drainage; Biomass (ecology); Environmental engineering; Vadose zone; Soil science; Geology; Ecology","score_opus":0.026430978931433306,"score_gpt":0.27517587334573,"score_spread":0.2487448944142967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982859012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998892,0.000202006,0.00025826663,0.000020309071,0.000014587605,0.00001897183,0.00008304165,0.00001502829,0.0004956918],"genre_scores_gemma":[0.998882,0.00022277154,0.000385574,0.000037411657,0.0000024905294,0.000010493593,0.00007552888,0.0000028100462,0.00038097982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996126,0.00005949851,0.00004140235,0.000052066003,0.00011042953,0.00012407285],"domain_scores_gemma":[0.9993038,0.00026978934,0.00011071435,0.000035228983,0.00015756075,0.00012291386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037124442,0.000441164,0.0004775401,0.00023575449,0.0005339078,0.0010896024,0.0003775274,0.00032587204,0.0008899308],"category_scores_gemma":[0.0007873181,0.00014177737,0.00031265517,0.0002697851,0.00028208597,0.0004429249,0.0004700468,0.00033988454,0.0001305138],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0064301006,0.0012897495,0.052046552,0.0008954859,0.00017227946,0.00057336,0.00045213543,0.024961537,0.8617192,0.00036149108,0.00043100212,0.05066715],"study_design_scores_gemma":[0.00014816839,0.01269957,0.08191059,0.00008232873,0.00025908588,0.00017173121,0.0015727037,0.039586384,0.8602951,0.00024285562,0.0029679255,0.00006347435],"about_ca_topic_score_codex":0.029350527,"about_ca_topic_score_gemma":0.043678164,"teacher_disagreement_score":0.029350527,"about_ca_system_score_codex":0.0013027852,"about_ca_system_score_gemma":0.0009040663,"threshold_uncertainty_score":0.058359385},"labels":[],"label_agreement":null},{"id":"W1983202770","doi":"10.1061/(asce)gt.1943-5606.0001142","title":"Laboratory Simulation of Bentonite Erosion by Downslope Flow on a GCL","year":2014,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geosynthetic clay liner; Geomembrane; Bentonite; Geotechnical engineering; Erosion; Geosynthetics; Shrinkage; Composite number; Geology; Internal erosion; Moisture; Environmental science; Materials science; Soil science; Levee; Hydraulic conductivity; Geomorphology; Composite material; Soil water","score_opus":0.0029555537653585175,"score_gpt":0.18316271122317,"score_spread":0.18020715745781146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983202770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99847955,0.000009961581,0.0007110163,0.0000144950645,0.0000039185356,0.000021492015,0.00012477422,0.00003050998,0.0006042808],"genre_scores_gemma":[0.99744046,0.000039803148,0.0017148813,0.0000069608086,0.0000012577083,0.00004122446,0.000091654736,0.000005578198,0.00065816526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988186,0.000015842243,0.000008308943,0.00002595563,0.000030235233,0.00003772411],"domain_scores_gemma":[0.99957615,0.00018911883,0.00007834411,0.00004058722,0.00006657291,0.000049230395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024273153,0.00029257062,0.0003520051,0.00023526434,0.00031452192,0.00047159806,0.00062062306,0.0005876936,0.0018126968],"category_scores_gemma":[0.00043584098,0.0001865245,0.0004291064,0.0002278301,0.00036712026,0.00032593822,0.00033666764,0.00047005469,0.00015540767],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018955362,0.0025409432,0.034210786,0.00024515664,0.000058779184,0.0013787696,0.00034338166,0.6542832,0.29139817,0.001135795,0.0006698574,0.011839573],"study_design_scores_gemma":[0.0003800524,0.004134883,0.016247582,0.000018091981,0.000055533954,0.000108927496,0.000432887,0.8517209,0.12562408,0.0003426188,0.0008869575,0.00004737625],"about_ca_topic_score_codex":0.006497399,"about_ca_topic_score_gemma":0.007378202,"teacher_disagreement_score":0.006497399,"about_ca_system_score_codex":0.00049224054,"about_ca_system_score_gemma":0.00048739693,"threshold_uncertainty_score":0.012919188},"labels":[],"label_agreement":null},{"id":"W1984038787","doi":"10.1061/(asce)gt.1943-5606.0001160","title":"Performance of GCL after 10 Years in Service in the Arctic","year":2014,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geosynthetic clay liner; Bentonite; Geotechnical engineering; Hydraulic conductivity; Geology; Geomembrane; Water table; Permafrost; Hydrology (agriculture); Groundwater; Soil science; Soil water","score_opus":0.0032155339552702882,"score_gpt":0.16861861182889176,"score_spread":0.16540307787362146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984038787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992473,0.000050211816,0.00013698787,0.000011092066,0.000003932181,0.0000075673715,0.00014581172,0.00003108534,0.0003660253],"genre_scores_gemma":[0.99713504,0.000063593056,0.00071712,0.000026496891,0.000003309467,0.000009751623,0.00056135235,0.000020332598,0.0014630057],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995357,0.00003656265,0.000014220272,0.00010873358,0.0001723168,0.0001326032],"domain_scores_gemma":[0.99923813,0.000049335642,0.00011457903,0.000058124944,0.0003310734,0.00020874185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006758599,0.0004498979,0.00044116986,0.0005526032,0.0009155806,0.0006176553,0.0006234923,0.0005606373,0.0013856455],"category_scores_gemma":[0.0008459303,0.00015943553,0.00030624805,0.0005179163,0.00043969808,0.00039706525,0.0007892535,0.00034113484,0.000751793],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026716504,0.00047530668,0.15740141,0.0002172985,0.00009434566,0.0013730723,0.0016987411,0.004962676,0.7756802,0.00012816956,0.0005741746,0.054722983],"study_design_scores_gemma":[0.00007288195,0.0071354327,0.63162506,0.00005007703,0.0001392579,0.0011016611,0.002967306,0.008790508,0.3366269,0.0000640078,0.011312425,0.00011450433],"about_ca_topic_score_codex":0.043008424,"about_ca_topic_score_gemma":0.0777883,"teacher_disagreement_score":0.043008424,"about_ca_system_score_codex":0.0021260139,"about_ca_system_score_gemma":0.0010435763,"threshold_uncertainty_score":0.085516155},"labels":[],"label_agreement":null},{"id":"W1984932698","doi":"10.1109/nafips.2006.365853","title":"Investigation and Fuzzy Regime for Biogas Transport in Hydrophobic Permeable Polymer","year":2006,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Biogas; Methane; Polymer; Materials science; Gaseous diffusion; Convection; Facilitated diffusion; Petroleum engineering; Chemical engineering; Mechanics; Chemistry; Membrane; Waste management; Composite material; Engineering; Physics","score_opus":0.01074295416460747,"score_gpt":0.19857202964903492,"score_spread":0.18782907548442745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984932698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82874876,0.0005024551,0.1641976,0.00016658081,0.000023571447,0.000039728387,0.000057096655,0.000087086664,0.0061770156],"genre_scores_gemma":[0.98844343,0.00014021774,0.01043007,0.000011839795,0.000004066403,0.000013469063,0.000016093476,0.0000031007307,0.00093776145],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999087,0.000010260068,0.0000049983832,0.000026710024,0.00003701737,0.000012218527],"domain_scores_gemma":[0.9998553,0.000061977,0.000029304827,0.000010522547,0.000034695826,0.000008177231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017853445,0.00013120809,0.00016788805,0.00034685226,0.00033835194,0.00041880226,0.00021509826,0.000298092,0.00092144025],"category_scores_gemma":[0.0004150504,0.00009842829,0.0003210788,0.00014054147,0.00041607505,0.00046007868,0.00013740534,0.0001939045,0.00007361864],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004602004,0.00011957546,0.0059470898,0.0002846973,0.00004286507,0.0007323858,0.00037612725,0.11118739,0.8130904,0.03208326,0.00021807828,0.03545801],"study_design_scores_gemma":[0.000033586937,0.0003071877,0.0057269526,0.000020288699,0.000037370086,0.00036500598,0.00024704088,0.7858537,0.19489771,0.01027752,0.0021845228,0.000049132548],"about_ca_topic_score_codex":0.0017951594,"about_ca_topic_score_gemma":0.001252665,"teacher_disagreement_score":0.0017951594,"about_ca_system_score_codex":0.00043964465,"about_ca_system_score_gemma":0.0002524475,"threshold_uncertainty_score":0.0035694242},"labels":[],"label_agreement":null},{"id":"W1984941490","doi":"10.1016/j.geotexmem.2014.07.002","title":"Factors affecting the down-slope erosion of bentonite in a GCL","year":2014,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Killam Trusts; Ontario Innovation Trust","keywords":"Geosynthetic clay liner; Bentonite; Geotextile; Erosion; Geotechnical engineering; Evaporation; Water flow; Internal erosion; Tap water; Materials science; Environmental science; Geology; Environmental engineering; Soil science; Soil water; Hydraulic conductivity; Geomorphology","score_opus":0.009986117398862644,"score_gpt":0.2082298211867068,"score_spread":0.19824370378784414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984941490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960786,0.000017688111,0.000019365367,0.0000035913345,2.7236297e-7,0.0000032932876,0.000061324354,0.0000011551136,0.00028550735],"genre_scores_gemma":[0.9992999,0.00003057733,0.000053915064,0.0000063585144,6.022655e-7,0.0000029315192,0.00013492507,0.0000018860301,0.00046904848],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997615,0.000033882552,0.00001405527,0.000060427417,0.000059154132,0.00007100114],"domain_scores_gemma":[0.9995963,0.00009934179,0.00010673553,0.0000141691235,0.00011566603,0.000067792585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024244287,0.00024795238,0.00027844956,0.000517061,0.0006548526,0.0012917449,0.00027022965,0.0003776586,0.0010389779],"category_scores_gemma":[0.00046828543,0.00013129807,0.00020093289,0.00084253994,0.00040674946,0.00041801351,0.00030844775,0.0002934173,0.00021357942],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013124242,0.0002792651,0.86336267,0.00007124212,0.000077697914,0.0006145037,0.00064132526,0.0033005057,0.1215183,0.000162102,0.00012720197,0.008532812],"study_design_scores_gemma":[0.000007158558,0.00020769532,0.9913823,0.0000051825705,0.000021011521,0.00005878777,0.00081892917,0.0015162433,0.0056025162,0.000022128595,0.0003505688,0.0000075984976],"about_ca_topic_score_codex":0.11670508,"about_ca_topic_score_gemma":0.17768387,"teacher_disagreement_score":0.11670508,"about_ca_system_score_codex":0.0016427141,"about_ca_system_score_gemma":0.0006916925,"threshold_uncertainty_score":0.23205161},"labels":[],"label_agreement":null},{"id":"W1986452454","doi":"10.1016/j.wasman.2009.05.005","title":"Methanotrophs and methanotrophic activity in engineered landfill biocovers","year":2009,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute; Université de Sherbrooke","funders":"","keywords":"Methanotroph; Anaerobic oxidation of methane; Methane; Temperature gradient gel electrophoresis; Microcosm; Environmental chemistry; Microbial population biology; Chemistry; Environmental science; Bacteria; Ecology; Biology; Gene; 16S ribosomal RNA; Biochemistry","score_opus":0.007088020839950757,"score_gpt":0.21017639010350597,"score_spread":0.20308836926355522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986452454","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996444,0.00010802723,0.00009697166,0.00000432167,0.0000011637941,0.0000023874131,0.00004396218,0.0000020437246,0.00009659554],"genre_scores_gemma":[0.99905044,0.00017188922,0.0002734607,0.0000056471513,0.0000016944167,0.000008099507,0.00014800222,0.0000022041056,0.0003386304],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99970454,0.00006054337,0.000034702145,0.000034949742,0.000084763335,0.00008051832],"domain_scores_gemma":[0.99984014,0.000043186617,0.000040827872,0.000014283096,0.00003333545,0.000028156068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039114268,0.00036735972,0.000271867,0.00044750096,0.0002529385,0.00060802436,0.00021432462,0.0003143663,0.00035624937],"category_scores_gemma":[0.00036131474,0.00017771023,0.00022644321,0.00041749186,0.00027548496,0.0004131308,0.00040049158,0.0002825271,0.00006801757],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00089926866,0.00021086953,0.006623555,0.00004936426,0.000021361957,0.00008932875,0.00011148909,0.00046649994,0.98867655,0.00010729135,0.000021259993,0.002723208],"study_design_scores_gemma":[0.000030213505,0.00096947147,0.030769132,0.000008286407,0.00003398778,0.0001436408,0.0003634681,0.0015396446,0.9655608,0.00008553096,0.00048636223,0.000009575528],"about_ca_topic_score_codex":0.0032394533,"about_ca_topic_score_gemma":0.003841465,"teacher_disagreement_score":0.0032394533,"about_ca_system_score_codex":0.0004043693,"about_ca_system_score_gemma":0.00031267246,"threshold_uncertainty_score":0.006441176},"labels":[],"label_agreement":null},{"id":"W1987316185","doi":"10.1016/j.biortech.2011.09.123","title":"Acetate and propionate impact on the methanogenesis of landfill leachate and the reduction of clogging components","year":2011,"lang":"en","type":"article","venue":"Bioresource Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Methanogenesis; Leachate; Clogging; Propionate; Waste management; Methane; Environmental science; Chemistry; Reduction (mathematics); Environmental engineering; Environmental chemistry; Pulp and paper industry; Engineering; Biochemistry; Organic chemistry","score_opus":0.022826276303315022,"score_gpt":0.21785440544582566,"score_spread":0.19502812914251064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987316185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990183,0.0002712574,0.00012251812,0.00002194451,0.000004664078,0.0000050045937,0.00011426261,0.0000034805666,0.00043867368],"genre_scores_gemma":[0.99833316,0.00022221998,0.00014200977,0.000014070315,0.0000027202616,0.0000070282335,0.00016506005,0.0000032434918,0.0011104909],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967396,0.00007424553,0.00002835014,0.00003148572,0.000091624875,0.000100299694],"domain_scores_gemma":[0.99981767,0.00007267468,0.00001895545,0.000011692345,0.000051156927,0.000027911456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044792687,0.00041482973,0.00040816196,0.00043939578,0.0003279002,0.0006365205,0.00023970492,0.00042779619,0.0014836115],"category_scores_gemma":[0.0004719801,0.00017988232,0.0003556664,0.00041997025,0.00033907933,0.00038988623,0.0003133346,0.0002906839,0.00026454942],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0049890038,0.00018220514,0.0048361747,0.0001577919,0.000037623293,0.0001696859,0.00014609547,0.00096862175,0.9826439,0.00012567233,0.00006214253,0.005681045],"study_design_scores_gemma":[0.000030180241,0.00079941127,0.009255214,0.000009111092,0.000027368767,0.000046734716,0.00016814609,0.00079458824,0.9882802,0.00006667525,0.00051266793,0.000009826649],"about_ca_topic_score_codex":0.0066902367,"about_ca_topic_score_gemma":0.0065771793,"teacher_disagreement_score":0.0066902367,"about_ca_system_score_codex":0.0005370109,"about_ca_system_score_gemma":0.00067543815,"threshold_uncertainty_score":0.013302565},"labels":[],"label_agreement":null},{"id":"W1987403623","doi":"10.1139/t06-070","title":"Effect of plastic fragments on hydraulic characteristics of pretreated municipal solid waste","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Municipal solid waste; Permeability (electromagnetism); Geotechnical engineering; Materials science; Environmental science; Shrinkage; Plasticity; Waste management; Composite material; Soil science; Geology; Soil water; Engineering; Chemistry","score_opus":0.004921100526073374,"score_gpt":0.21506471988246398,"score_spread":0.21014361935639062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987403623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994505,0.00006760008,0.0002914749,0.0000036184178,9.667226e-7,0.0000049367145,0.000039339615,0.0000065760896,0.00013495854],"genre_scores_gemma":[0.9995828,0.000054521253,0.0001844082,0.000003882424,5.6024516e-7,0.000002805284,0.00005860623,0.0000025144966,0.0001098278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980193,0.000027218655,0.000013460828,0.000030083058,0.0000794206,0.0000479219],"domain_scores_gemma":[0.99974984,0.00008388393,0.00007783964,0.000021731761,0.000036321486,0.000030314734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020776282,0.00028372477,0.00025444105,0.0002268813,0.00020115064,0.00037791952,0.00014798416,0.00019538088,0.0006709043],"category_scores_gemma":[0.0004523525,0.0001331455,0.00024867235,0.00028651571,0.0002397769,0.00031832166,0.00020921476,0.00027126193,0.000098978904],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043643007,0.000045623467,0.0043861275,0.000087165354,0.000016527554,0.000111657064,0.000075673175,0.0023771734,0.9887101,0.000034991604,0.000011503516,0.0037070808],"study_design_scores_gemma":[0.000010089104,0.0009982857,0.030668745,0.000005172463,0.000027967004,0.000091847316,0.00014973208,0.0023403952,0.9653023,0.00003941705,0.00035353488,0.0000124734315],"about_ca_topic_score_codex":0.0021480005,"about_ca_topic_score_gemma":0.0028578397,"teacher_disagreement_score":0.0021480005,"about_ca_system_score_codex":0.00027009338,"about_ca_system_score_gemma":0.00021210872,"threshold_uncertainty_score":0.004270911},"labels":[],"label_agreement":null},{"id":"W1988073521","doi":"10.1680/gein.2008.15.1.55","title":"Impact on groundwater of concurrent leakage and diffusion of dichloromethane through geomembranes in landfill liners","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetic clay liner; Leakage (economics); Geotechnical engineering; Mechanics; Aquifer; Groundwater; Advection; Boundary value problem; Geosynthetics; Materials science; Mass transfer; Environmental science; Geology; Soil science; Soil water; Thermodynamics; Mathematics; Hydraulic conductivity","score_opus":0.0167153203049468,"score_gpt":0.2672869080261606,"score_spread":0.2505715877212138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988073521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990343,0.00003558254,0.0005559418,0.000019085419,0.0000020386883,0.000004098407,0.00005966973,0.000029633009,0.00025974752],"genre_scores_gemma":[0.99948335,0.000041703253,0.00028218172,0.000005064455,4.3529263e-7,0.0000036477136,0.000038516973,0.000003671292,0.00014130636],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996637,0.00009729868,0.000022050897,0.00006845341,0.00008124943,0.00006717967],"domain_scores_gemma":[0.99956554,0.00023068552,0.00007469297,0.000033166114,0.000072440904,0.000023417964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004434006,0.00041467886,0.00059901096,0.00036839713,0.00042164564,0.0009604498,0.00048074676,0.0008571751,0.00053454255],"category_scores_gemma":[0.00095342274,0.00022304154,0.0006248927,0.00036396895,0.00064860564,0.00065228104,0.0005882888,0.00030416815,0.000118628814],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019388975,0.0003910981,0.06155298,0.00030228033,0.0001044881,0.0013466814,0.00040888012,0.53788954,0.376385,0.0012229056,0.0002325407,0.018224657],"study_design_scores_gemma":[0.0001693011,0.0024654448,0.025083277,0.00003882567,0.000118840086,0.00019408225,0.00073093513,0.5918476,0.3777445,0.0006884641,0.00083049486,0.00008825081],"about_ca_topic_score_codex":0.011878845,"about_ca_topic_score_gemma":0.007919357,"teacher_disagreement_score":0.011878845,"about_ca_system_score_codex":0.001872733,"about_ca_system_score_gemma":0.0006136023,"threshold_uncertainty_score":0.023619413},"labels":[],"label_agreement":null},{"id":"W1988151815","doi":"10.1061/(asce)1090-025x(2001)5:1(40)","title":"Effect of Leachate Recirculation on Enhancement of Biological Degradation of Solid Waste: Case Study","year":2001,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University; CARE Canada; Golder Associates (Canada)","funders":"National Research Council Canada","keywords":"Leachate; Geomembrane; Infiltration (HVAC); Municipal solid waste; Environmental science; Bioreactor landfill; Waste management; Environmental engineering; Geotechnical engineering; Geology; Materials science; Engineering","score_opus":0.017936618813955186,"score_gpt":0.2948652535668669,"score_spread":0.2769286347529117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988151815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978806,0.00021345748,0.0007316414,0.00003318877,0.000004277828,0.00006975097,0.00006437942,0.000026351781,0.0009764407],"genre_scores_gemma":[0.9953178,0.0005044546,0.0022789317,0.00001832754,0.000005281166,0.000039652212,0.00006010418,0.000008617679,0.0017666983],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990189,0.0002986689,0.000053785807,0.00011394407,0.00028074664,0.00023398675],"domain_scores_gemma":[0.9990387,0.00034870932,0.00017950873,0.00007415498,0.00027702653,0.00008195858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012163817,0.0007316529,0.00074101915,0.00072231103,0.0010304708,0.0011432524,0.00085218006,0.0013648754,0.0010494216],"category_scores_gemma":[0.0010322989,0.00023536933,0.0011011059,0.0007368768,0.0005683911,0.0006427226,0.0006177124,0.00042702653,0.0002561661],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004777833,0.005070235,0.067829505,0.0024147364,0.00035456775,0.022635564,0.001969264,0.15768103,0.6581841,0.001047637,0.0009729885,0.07706247],"study_design_scores_gemma":[0.00024324363,0.024198774,0.037587214,0.00008580097,0.00046624342,0.0033031243,0.004754812,0.04648163,0.8738194,0.00027823518,0.00861257,0.00016887956],"about_ca_topic_score_codex":0.018070132,"about_ca_topic_score_gemma":0.031842012,"teacher_disagreement_score":0.018070132,"about_ca_system_score_codex":0.0021863023,"about_ca_system_score_gemma":0.00090234383,"threshold_uncertainty_score":0.03592992},"labels":[],"label_agreement":null},{"id":"W1988676808","doi":"10.1016/j.wasman.2010.04.024","title":"Leachate treatment before injection into a bioreactor landfill: Clogging potential reduction and benefits of using methanogenesis","year":2010,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Leachate; Methanogenesis; Carbonate; Chemistry; Bioreactor; Sequencing batch reactor; Acidogenesis; Bicarbonate; Environmental chemistry; Anaerobic exercise; Clogging; Waste management; Pulp and paper industry; Anaerobic digestion; Environmental engineering; Environmental science; Wastewater; Methane","score_opus":0.012396292213147185,"score_gpt":0.22836358948953342,"score_spread":0.21596729727638622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988676808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980862,0.00020860841,0.0011592463,0.000040806968,0.000010729503,0.000012476319,0.000044042386,0.000023483246,0.00041451934],"genre_scores_gemma":[0.9980374,0.0001072118,0.0009593651,0.00001817377,0.000003088891,0.0000062904332,0.000041147407,0.000006935703,0.0008204547],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998202,0.00003415239,0.0000145491185,0.00002770866,0.000039585433,0.00006386386],"domain_scores_gemma":[0.9998921,0.000024990575,0.000024944287,0.000009327108,0.000025622032,0.000023047725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034047753,0.0002726278,0.00034667985,0.00021325507,0.00030887206,0.00047150216,0.00018990219,0.00034626847,0.0008666149],"category_scores_gemma":[0.00033456777,0.00013560403,0.00028934097,0.00018939316,0.00025770944,0.00040505832,0.00025811244,0.00030150442,0.00018429189],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002158903,0.00012659836,0.000975419,0.000050296247,0.000008102182,0.000041792402,0.000036468322,0.0002034548,0.993036,0.000037145663,0.000020881667,0.0033050298],"study_design_scores_gemma":[0.00001606728,0.00057429343,0.0010641146,0.000002293017,0.000010937567,0.00001712194,0.000031732405,0.00040560577,0.9977113,0.000012344403,0.00015057734,0.0000036014033],"about_ca_topic_score_codex":0.0029151111,"about_ca_topic_score_gemma":0.0045169294,"teacher_disagreement_score":0.0029151111,"about_ca_system_score_codex":0.0003595688,"about_ca_system_score_gemma":0.0007334827,"threshold_uncertainty_score":0.0057962537},"labels":[],"label_agreement":null},{"id":"W1989240122","doi":"10.1007/s10666-006-9042-x","title":"A mathematical model to estimate errors associated with closed flux chambers","year":2006,"lang":"en","type":"article","venue":"Environmental Modeling & Assessment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Flux (metallurgy); Advection; Mechanics; Steady state (chemistry); Environmental science; Transient (computer programming); Cover (algebra); Physics; Materials science; Engineering; Thermodynamics; Chemistry; Computer science; Mechanical engineering","score_opus":0.014753822394356192,"score_gpt":0.27543181638895725,"score_spread":0.26067799399460106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989240122","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002213941,0.00010952128,0.9969356,0.00006008349,0.000018092005,0.0000129334985,0.00003187953,0.00008488392,0.0005331213],"genre_scores_gemma":[0.46002898,0.0008974923,0.5219322,0.00027487223,0.00018928897,0.00042390332,0.00042511418,0.00037080658,0.015457404],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862254,0.0003715041,0.0000806257,0.0003288495,0.00048900495,0.000107490225],"domain_scores_gemma":[0.9903047,0.0077201603,0.0006299686,0.0003224135,0.0009430488,0.00007977251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004031306,0.0010299104,0.0011257125,0.0011371206,0.00067146495,0.0017254527,0.0022157833,0.00223122,0.0018414722],"category_scores_gemma":[0.0166569,0.00094826845,0.0011926839,0.0010198681,0.0013857927,0.0027904385,0.001643314,0.001559601,0.0004253237],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027098024,0.000018280492,0.00039455452,0.000054160526,0.000023208404,0.000045792218,0.000038674716,0.95544475,0.0015399607,0.031105343,0.00037861106,0.010929537],"study_design_scores_gemma":[0.0000028135391,0.000007415326,0.00007255071,0.0000043294854,0.000008047732,0.000018309001,0.000002412635,0.99490005,0.0005809806,0.0040871166,0.0003094374,0.0000065501335],"about_ca_topic_score_codex":0.0101100765,"about_ca_topic_score_gemma":0.004895558,"teacher_disagreement_score":0.0101100765,"about_ca_system_score_codex":0.0013765476,"about_ca_system_score_gemma":0.0014374617,"threshold_uncertainty_score":0.021319807},"labels":[],"label_agreement":null},{"id":"W1989413893","doi":"10.1007/s11270-012-1302-6","title":"Evaluating Methane Oxidation Efficiencies in Experimental Landfill Biocovers by Mass Balance and Carbon Stable Isotopes","year":2012,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Biogas; Fractionation; Chemistry; Environmental chemistry; Carbon fibers; Isotopes of carbon; Environmental engineering; Environmental science; Analytical Chemistry (journal); Total organic carbon; Waste management; Materials science","score_opus":0.015608976217182545,"score_gpt":0.25991771466779673,"score_spread":0.24430873845061418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989413893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995161,0.000022462926,0.00022303054,0.000004971278,0.0000021726212,0.000010425808,0.000097712604,0.000005497322,0.000117627074],"genre_scores_gemma":[0.99771523,0.00006971653,0.0011035097,0.000015615016,0.00000263902,0.000044334858,0.00030235774,0.000009738853,0.0007369195],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997168,0.00004480776,0.000024068482,0.00007176071,0.00007143079,0.000071107126],"domain_scores_gemma":[0.9997434,0.00006615005,0.00005451031,0.00003733922,0.00006700753,0.000031651238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040198426,0.00057904766,0.00041696604,0.00034649548,0.0006110863,0.0005376552,0.00040417197,0.00049730827,0.0008144947],"category_scores_gemma":[0.0003585111,0.00022543095,0.00042430844,0.0004079235,0.00051073846,0.00050688034,0.00032940164,0.00042470946,0.00016074143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00513122,0.00071534177,0.01558053,0.00005480663,0.000056956356,0.000058448557,0.00016604362,0.0012195896,0.97232044,0.000102266866,0.00005275766,0.004541719],"study_design_scores_gemma":[0.00008370329,0.0026080688,0.023423193,0.000003387149,0.00006543297,0.00004284411,0.00018033158,0.0035063117,0.96968174,0.00006263022,0.00033050124,0.000011810063],"about_ca_topic_score_codex":0.015848909,"about_ca_topic_score_gemma":0.019882586,"teacher_disagreement_score":0.015848909,"about_ca_system_score_codex":0.0011241164,"about_ca_system_score_gemma":0.00067536737,"threshold_uncertainty_score":0.031513333},"labels":[],"label_agreement":null},{"id":"W1991932836","doi":"10.1680/gein.13.00035","title":"Effects of blown film process on initial properties of HPDE geomembranes of different thicknesses","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation; Killam Trusts; Ministry of Environment","keywords":"Geomembrane; Materials science; Differential scanning calorimetry; Composite material; Extrusion; Elongation; Crystallization; Polyethylene; Stress (linguistics); Chemical engineering; Thermodynamics; Ultimate tensile strength","score_opus":0.007434047152186872,"score_gpt":0.22637593564184857,"score_spread":0.2189418884896617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991932836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99878114,0.00035971223,0.00026557813,0.000012099336,0.0000090999765,0.000010182282,0.00013830802,0.000013688109,0.00041023793],"genre_scores_gemma":[0.9979582,0.0002119684,0.0008136975,0.00001809209,0.0000036865667,0.000013666425,0.00022441466,0.000020659965,0.00073570706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997154,0.000034980432,0.00002704837,0.00004953312,0.00011481702,0.0000582324],"domain_scores_gemma":[0.9993206,0.00021861037,0.00016725734,0.000051388535,0.00017423571,0.00006787519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043567753,0.00039687473,0.00028394375,0.000335329,0.000268864,0.00037384193,0.00018139076,0.00039507056,0.0018226086],"category_scores_gemma":[0.0010121868,0.00023318589,0.00030584598,0.0003219208,0.00019681142,0.00047657994,0.0002274787,0.00057806226,0.00028186067],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022755469,0.0000235771,0.0010033736,0.00006834041,0.000012299413,0.00008167108,0.00008128907,0.00016676716,0.99679583,0.00001980629,0.000021425205,0.0014980987],"study_design_scores_gemma":[0.00000935949,0.00061167777,0.022240367,0.000013010845,0.00002317908,0.000083694904,0.000115377865,0.00034838307,0.97562283,0.000010486681,0.00091189146,0.000009834166],"about_ca_topic_score_codex":0.0006229871,"about_ca_topic_score_gemma":0.0011126922,"teacher_disagreement_score":0.0018226086,"about_ca_system_score_codex":0.00025960983,"about_ca_system_score_gemma":0.00017268647,"threshold_uncertainty_score":0.006097257},"labels":[],"label_agreement":null},{"id":"W1996575576","doi":"10.1680/gein.12.00011","title":"Numerical investigation of transient hydration of unsaturated geosynthetic clay liners","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Drexel University","keywords":"Geosynthetic clay liner; Geomembrane; Geotechnical engineering; Water content; Hydraulic conductivity; Infiltration (HVAC); Geosynthetics; Moisture; Suction; Environmental science; Pore water pressure; Soil science; Materials science; Geology; Soil water; Composite material; Engineering","score_opus":0.01276100826633608,"score_gpt":0.23399066951702763,"score_spread":0.22122966125069154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996575576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99225897,0.00004033213,0.0045725266,0.000057552315,0.000008420062,0.000026817048,0.00018234583,0.00007810292,0.0027748274],"genre_scores_gemma":[0.9985813,0.000010846386,0.0009857531,0.000006459704,9.4371603e-7,0.000010383338,0.000046715773,0.000006263038,0.00035135474],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987745,0.00002724775,0.0000082001225,0.000021459102,0.00002459435,0.000040996314],"domain_scores_gemma":[0.99913365,0.0005569999,0.000103656406,0.000042797394,0.000093680064,0.00006921633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004269744,0.0003136383,0.00044842798,0.00042531677,0.00044593477,0.0005786976,0.000573539,0.0010658198,0.0020951678],"category_scores_gemma":[0.0014802783,0.00023009478,0.0004122073,0.0003836669,0.0007622481,0.00040236575,0.000462347,0.0004892649,0.00012594865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001455931,0.00010675739,0.006060548,0.000047019257,0.000016977097,0.00019850103,0.00007754827,0.98551774,0.0054944274,0.00073245686,0.00011720847,0.0014852374],"study_design_scores_gemma":[0.000018301607,0.000060152877,0.0011964437,0.000004696397,0.0000047689946,0.0000120232235,0.00005009581,0.9967077,0.0017503934,0.00009519405,0.00009321103,0.000006954686],"about_ca_topic_score_codex":0.012012747,"about_ca_topic_score_gemma":0.005337805,"teacher_disagreement_score":0.012012747,"about_ca_system_score_codex":0.0009895458,"about_ca_system_score_gemma":0.00046064562,"threshold_uncertainty_score":0.023885667},"labels":[],"label_agreement":null},{"id":"W1997494121","doi":"10.1016/j.wasman.2012.12.012","title":"Measurement of carbon storage in landfills from the biogenic carbon content of excavated waste samples","year":2013,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Nuclear Waste Management Organization; Environmental Research and Education Foundation; National Science Foundation","keywords":"Methane; Carbon fibers; Environmental chemistry; Total organic carbon; Carbon dioxide; Hemicellulose; Chemistry; Lignin; Environmental science; Fraction (chemistry); Waste management; Organic chemistry; Materials science","score_opus":0.031401774708482,"score_gpt":0.19632591248558737,"score_spread":0.16492413777710535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997494121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99815184,0.000119399774,0.00075330393,0.000008391403,0.0000033081376,0.000007314765,0.00031266504,0.000018580744,0.0006250883],"genre_scores_gemma":[0.99836797,0.000110949586,0.00072459015,0.0000074981767,0.0000030371743,0.000014145276,0.00032419877,0.00000817972,0.00043945762],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997762,0.000020230988,0.000009418176,0.00005565281,0.00009007827,0.00004838392],"domain_scores_gemma":[0.99985087,0.000042436586,0.000027961216,0.000013441706,0.000046560563,0.000018587752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018893648,0.00033723706,0.00027812747,0.00083299616,0.00064153346,0.0005561962,0.00029250927,0.00044116922,0.00091365684],"category_scores_gemma":[0.00031116564,0.00017411415,0.00019214302,0.0010840378,0.0004628885,0.00040828882,0.00028084003,0.00031228518,0.00016431873],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093130243,0.00009650081,0.045104347,0.00010472247,0.000048611244,0.00011914704,0.00025021864,0.00068324205,0.9446473,0.00015257866,0.00006648356,0.0077954507],"study_design_scores_gemma":[0.000017143822,0.00031203005,0.15923724,0.000016083995,0.000036882244,0.00020644157,0.00042351932,0.0032763432,0.8354776,0.00013024191,0.00085065514,0.000015860072],"about_ca_topic_score_codex":0.0035041394,"about_ca_topic_score_gemma":0.0060983337,"teacher_disagreement_score":0.0035041394,"about_ca_system_score_codex":0.00036091026,"about_ca_system_score_gemma":0.0004179478,"threshold_uncertainty_score":0.006967485},"labels":[],"label_agreement":null},{"id":"W1997818643","doi":"10.1680/geot.2008.58.6.503","title":"Hydraulic conductivity to Jet-A1 of GCLs after up to 100 freeze–thaw cycles","year":2008,"lang":"en","type":"article","venue":"Géotechnique","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Geotechnical engineering; Materials science; Permeability (electromagnetism); Jet (fluid); Conductivity; Composite material; Environmental science; Chemistry; Geology; Soil science; Membrane; Soil water; Engineering","score_opus":0.02166011284330403,"score_gpt":0.25368188082256776,"score_spread":0.23202176797926374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997818643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976247,0.00027516624,0.0008898932,0.000019195442,0.000007835856,0.000010972974,0.00037463315,0.00004415455,0.00075340277],"genre_scores_gemma":[0.9953696,0.00021628862,0.0011993893,0.000041300274,0.000004807335,0.000025501839,0.0010073076,0.000060540217,0.0020752274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999838,0.0000113340275,0.000007858823,0.00005697523,0.000053009502,0.000032814743],"domain_scores_gemma":[0.99968636,0.00009198182,0.000061408,0.000024132585,0.000096664844,0.000039518956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000288798,0.0003640984,0.0002702982,0.00029789566,0.00030744894,0.00044313964,0.00025280807,0.00026819375,0.0012749217],"category_scores_gemma":[0.0005274206,0.00018738514,0.00022508968,0.0003804773,0.00048426088,0.00043219293,0.00024321221,0.0005032214,0.0002117573],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013693908,0.000012559844,0.0019388512,0.000032885346,0.00001130061,0.00011065873,0.00021586461,0.00034424246,0.9946621,0.000036652473,0.000039887935,0.002458206],"study_design_scores_gemma":[0.00001013805,0.00032764045,0.03805499,0.000016001923,0.00002804127,0.00015459322,0.00032672452,0.0017555335,0.9576685,0.00005323465,0.0015800126,0.000024596035],"about_ca_topic_score_codex":0.004122913,"about_ca_topic_score_gemma":0.005550425,"teacher_disagreement_score":0.004122913,"about_ca_system_score_codex":0.0006002271,"about_ca_system_score_gemma":0.00022279775,"threshold_uncertainty_score":0.008197844},"labels":[],"label_agreement":null},{"id":"W1999282513","doi":"10.1016/j.biortech.2011.01.013","title":"Effect of enzyme additions on methane production and lignin degradation of landfilled sample of municipal solid waste","year":2011,"lang":"en","type":"article","venue":"Bioresource Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Leachate; Lignin; Bioreactor; Waste management; Municipal solid waste; Methane; Biodegradation; Degradation (telecommunications); Pulp and paper industry; Green waste; Chemistry; Biodegradable waste; Environmental science; Environmental chemistry; Organic chemistry; Compost","score_opus":0.01487235263033772,"score_gpt":0.2404068470834587,"score_spread":0.22553449445312096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999282513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990012,0.00022433879,0.00024974867,0.000018748095,0.000017662227,0.0000057727243,0.00017084122,0.000008492698,0.00030320924],"genre_scores_gemma":[0.9979752,0.00018060465,0.00055026886,0.000018710667,0.000006659041,0.000009410898,0.00037874977,0.0000049535274,0.00087545137],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963665,0.0000715821,0.00005850635,0.00006946463,0.0000790399,0.000084724605],"domain_scores_gemma":[0.9996432,0.000161992,0.000045181965,0.000038817503,0.00006255743,0.000048271304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032553638,0.00046840802,0.00043048404,0.00021065737,0.00022067576,0.00033359762,0.00027549808,0.00042110117,0.001239744],"category_scores_gemma":[0.0006289821,0.00024457255,0.00034139073,0.00040394164,0.00029061045,0.00033701578,0.00015723883,0.0005061342,0.00020498676],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033692496,0.00024675793,0.0022404457,0.00012979058,0.00004514845,0.00015051966,0.00009255436,0.00045468652,0.9901002,0.000050630886,0.000060137765,0.0030598505],"study_design_scores_gemma":[0.000016147384,0.00082797406,0.0068656984,0.000007734812,0.000032773456,0.00005050137,0.00006974269,0.00062903255,0.9911492,0.00001357217,0.0003298387,0.000007725206],"about_ca_topic_score_codex":0.002487449,"about_ca_topic_score_gemma":0.0034557264,"teacher_disagreement_score":0.002487449,"about_ca_system_score_codex":0.00017898461,"about_ca_system_score_gemma":0.00036390685,"threshold_uncertainty_score":0.004945874},"labels":[],"label_agreement":null},{"id":"W2000663182","doi":"10.2118/2002-057","title":"Predicting Oil Sands Tailings Behaviour From Clay Content and Water Chemistry","year":2002,"lang":"en","type":"article","venue":"Canadian International Petroleum Conference","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Oil sands; Tailings; Water content; Geology; Clay minerals; Geotechnical engineering; Petroleum engineering; Soil science; Chemistry; Environmental science; Mineralogy; Materials science; Asphalt; Composite material","score_opus":0.02115918737603808,"score_gpt":0.1985572857621425,"score_spread":0.1773980983861044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000663182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940223,0.00008114195,0.004224953,0.000015509178,0.0000035374044,0.00003473714,0.00078424223,0.00024044683,0.00059301994],"genre_scores_gemma":[0.9956766,0.00008993265,0.0031702442,0.000005741613,0.0000019085116,0.000013256543,0.0006542107,0.0000148549225,0.00037325532],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998934,0.000010790703,0.000009262994,0.00003713841,0.000030399837,0.000018882098],"domain_scores_gemma":[0.9996568,0.00016124833,0.000047081307,0.000014961288,0.00007860092,0.000041292347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003465295,0.0006251855,0.00032275388,0.0010970107,0.00021978377,0.0007565384,0.00031746793,0.0007076626,0.00093363086],"category_scores_gemma":[0.00064274156,0.00031290625,0.00046298275,0.0006203002,0.0001361891,0.0005755164,0.00021716292,0.00026107082,0.00074320304],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005792449,0.00048192815,0.62081635,0.00020579314,0.00014178637,0.00030802746,0.00015267715,0.16741212,0.14856546,0.00011864219,0.00051529286,0.06070261],"study_design_scores_gemma":[0.00001980478,0.00028214883,0.20175576,0.000021253487,0.000053861528,0.00007986916,0.00021799485,0.7210014,0.07581975,0.00018632064,0.000515212,0.000046640747],"about_ca_topic_score_codex":0.016385278,"about_ca_topic_score_gemma":0.019045575,"teacher_disagreement_score":0.016385278,"about_ca_system_score_codex":0.00044574076,"about_ca_system_score_gemma":0.00032898455,"threshold_uncertainty_score":0.03257984},"labels":[],"label_agreement":null},{"id":"W2001767690","doi":"10.1016/j.geotexmem.2006.11.003","title":"Foreword to special issue on geosynthetics in harsh environments","year":2007,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Environmental science; Construction engineering","score_opus":0.005733497570276842,"score_gpt":0.22194134163213503,"score_spread":0.2162078440618582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001767690","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003548493,0.015207656,0.000508552,0.039787363,0.9227471,0.00008399623,0.0002214471,0.00010729275,0.020981744],"genre_scores_gemma":[0.001964987,0.015708335,0.00036951396,0.036438648,0.7461207,0.00011436636,0.0004287966,0.00018670625,0.19866799],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992299,0.000060819188,0.00008896966,0.00012556885,0.00038309832,0.000111659814],"domain_scores_gemma":[0.9969687,0.00080369954,0.00027886534,0.0001408259,0.0012459166,0.0005621396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011487291,0.0023538743,0.003028827,0.002277973,0.002498738,0.0040435162,0.0019449373,0.012014146,0.07760034],"category_scores_gemma":[0.0028992612,0.000670935,0.0015630554,0.0012308452,0.00088701776,0.0032467968,0.0019463828,0.0058936775,0.03575241],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006503678,0.000043106967,0.00009125876,0.00031904908,0.000013924664,0.00017879308,0.000012246298,0.000043750035,0.0006071681,0.00054640544,0.97885746,0.019221807],"study_design_scores_gemma":[0.00001771933,0.00007084421,0.00071226736,0.00013613515,0.000026737385,0.00017629164,0.00003534613,0.000075558906,0.00031632153,0.00089955045,0.9975224,0.000010738117],"about_ca_topic_score_codex":0.0013869334,"about_ca_topic_score_gemma":0.0030036673,"teacher_disagreement_score":0.07760034,"about_ca_system_score_codex":0.001153125,"about_ca_system_score_gemma":0.00126325,"threshold_uncertainty_score":0.25959897},"labels":[],"label_agreement":null},{"id":"W2002946683","doi":"10.1016/j.desal.2005.04.055","title":"Experimental study of the permeability of clays from the potential sites for acid effluent storage","year":2005,"lang":"en","type":"article","venue":"Desalination","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Effluent; Carbonate; Kaolinite; Chemistry; Permeability (electromagnetism); Palygorskite; Hydraulic conductivity; Wastewater; Mineralogy; Clay minerals; Environmental science; Environmental engineering; Environmental chemistry; Soil science; Membrane; Soil water","score_opus":0.015413087243327949,"score_gpt":0.25896294300326933,"score_spread":0.24354985575994137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002946683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99930346,0.000028169767,0.0002609583,0.000008747826,0.0000022783274,0.0000047516355,0.000040490177,0.0000051751167,0.0003460964],"genre_scores_gemma":[0.99898976,0.000050521856,0.00033430365,0.0000048254587,0.000002067508,0.000003999351,0.000045951216,0.0000034336845,0.0005651463],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998708,0.000020498166,0.000007824455,0.000021958733,0.000037523692,0.000041280902],"domain_scores_gemma":[0.9995419,0.00020127736,0.000070916925,0.00005132242,0.00008591118,0.00004872316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002169911,0.0002740256,0.00019768445,0.00016963367,0.00049827935,0.00030114103,0.00028836963,0.00046459684,0.0018842105],"category_scores_gemma":[0.00059957785,0.00015041286,0.00017837809,0.0001898041,0.00037718043,0.0004828311,0.0003004814,0.0005926769,0.00015715385],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071995077,0.00021408788,0.0012802377,0.000048805094,0.000010682132,0.00012869263,0.00009143838,0.0009033642,0.9951324,0.00013727939,0.00003899384,0.0012940775],"study_design_scores_gemma":[0.000038798742,0.001148647,0.0033317516,0.0000026576354,0.000014327334,0.00011333838,0.000120560086,0.0034607996,0.9913837,0.000065876826,0.00031155202,0.000008065915],"about_ca_topic_score_codex":0.0018169716,"about_ca_topic_score_gemma":0.0017689881,"teacher_disagreement_score":0.0018842105,"about_ca_system_score_codex":0.00023678715,"about_ca_system_score_gemma":0.00019221101,"threshold_uncertainty_score":0.00630337},"labels":[],"label_agreement":null},{"id":"W2003198082","doi":"10.1016/j.geotexmem.2006.10.002","title":"Evaluation of the water retention curve for geosynthetic clay liners","year":2006,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geotechnical engineering; Capillary pressure; Bentonite; Degree of saturation; Capillary action; Suction; Water retention; Compaction; Materials science; Saturation (graph theory); Geosynthetics; Void ratio; Environmental science; Pore water pressure; Composite material; Soil water; Hydraulic conductivity; Geology; Porous medium; Porosity; Soil science; Engineering","score_opus":0.014761560784736682,"score_gpt":0.22415692742730678,"score_spread":0.2093953666425701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003198082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955681,0.0001099865,0.0032949222,0.000010860527,0.0000029094797,0.000015355461,0.00028796998,0.000087410095,0.00062251545],"genre_scores_gemma":[0.99754024,0.000103296465,0.0011675762,0.000005265605,0.000001236674,0.000008638388,0.00030322466,0.00002526124,0.00084541645],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952424,0.00007682752,0.000017457538,0.00007100297,0.00023977565,0.00007069284],"domain_scores_gemma":[0.9989543,0.00042584862,0.00012240703,0.000078857396,0.00037338494,0.00004524635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007238052,0.00038354652,0.00036556335,0.0007113781,0.00027078236,0.00040270475,0.000525229,0.00055508007,0.0020233074],"category_scores_gemma":[0.0016125268,0.00011255509,0.0003369732,0.00085064553,0.0002607114,0.0007090843,0.00027817945,0.0002886147,0.0004412039],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036091586,0.0003468109,0.017126326,0.0002537416,0.000041007508,0.00018637732,0.00021845313,0.040880688,0.87765735,0.00039213523,0.0003914526,0.058896486],"study_design_scores_gemma":[0.000023977014,0.0023395538,0.011837622,0.0000070160104,0.000028434279,0.000075785996,0.0001945656,0.05451118,0.92984164,0.00009258843,0.001016452,0.000031131978],"about_ca_topic_score_codex":0.003343371,"about_ca_topic_score_gemma":0.0033831063,"teacher_disagreement_score":0.003343371,"about_ca_system_score_codex":0.0005557132,"about_ca_system_score_gemma":0.00031619475,"threshold_uncertainty_score":0.006768644},"labels":[],"label_agreement":null},{"id":"W2003446574","doi":"10.3155/1047-3289.61.5.480","title":"Greenhouse Gas Emissions from Waste Management—Assessment of Quantification Methods","year":2011,"lang":"en","type":"article","venue":"Journal of the Air & Waste Management Association","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Greenhouse gas; Incineration; Environmental science; Municipal solid waste; Waste management; Landfill gas; Environmental engineering; Carbon dioxide equivalent; Compost; Anaerobic digestion; Engineering; Methane","score_opus":0.027215640739486312,"score_gpt":0.2935377866443074,"score_spread":0.2663221459048211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003446574","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":"methods","model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":"methods","domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14447843,0.013250815,0.81060153,0.0010695,0.0002097599,0.0014868539,0.0019265154,0.00085637026,0.026120208],"genre_scores_gemma":[0.5232231,0.005523654,0.46374094,0.00018769063,0.00007132655,0.001809663,0.0013256404,0.00018927566,0.0039286176],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9838976,0.007243194,0.00058548414,0.00077462994,0.0072907046,0.00020828989],"domain_scores_gemma":[0.9876556,0.006524873,0.0011209392,0.0009388494,0.0036735625,0.000086235494],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.021484591,0.001699833,0.00071583356,0.00493997,0.00061922753,0.002330199,0.0019588172,0.0013706413,0.0011737115],"category_scores_gemma":[0.017558802,0.00070143404,0.0013658134,0.003403887,0.0008275881,0.0030239366,0.0019352648,0.0010004634,0.0002994059],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066881557,0.00050607603,0.025714708,0.0023832018,0.00062820007,0.00009018511,0.0003500043,0.3662739,0.022732027,0.019750461,0.0024425767,0.55845976],"study_design_scores_gemma":[0.00015383335,0.0012642592,0.033200305,0.0017925582,0.00043135713,0.00027643275,0.0004993649,0.78770345,0.117803395,0.026738813,0.029709497,0.00042670808],"about_ca_topic_score_codex":0.0077005136,"about_ca_topic_score_gemma":0.0051494045,"teacher_disagreement_score":0.9785154,"about_ca_system_score_codex":0.004043159,"about_ca_system_score_gemma":0.001944519,"threshold_uncertainty_score":0.113622785},"labels":[],"label_agreement":null},{"id":"W2004501924","doi":"10.1016/j.procbio.2011.10.007","title":"Improvement of methane biofiltration by the addition of non-ionic surfactants to biofilters packed with inert materials","year":2011,"lang":"en","type":"article","venue":"Process Biochemistry","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":70,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de Recherche et de Développement en Agroenvironnement; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biofilter; Chemistry; Nitrogen; Pulmonary surfactant; Biomass (ecology); Inert; Methane; Chromatography; Pulp and paper industry; Organic chemistry; Biochemistry; Agronomy","score_opus":0.008697529001922038,"score_gpt":0.21636381858787787,"score_spread":0.20766628958595584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004501924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986915,0.0004189108,0.0005275304,0.0000325777,0.000009447744,0.0000052812534,0.00002810616,0.000024335339,0.00026241894],"genre_scores_gemma":[0.9982755,0.0003632715,0.00066988927,0.000015306856,0.0000041945227,0.0000050028475,0.00006911178,0.000008493298,0.00058915967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998294,0.000024353938,0.000020537587,0.000018592353,0.000062753796,0.000044296674],"domain_scores_gemma":[0.99985945,0.000041525916,0.000035049594,0.000012359731,0.00003060767,0.000020939728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020417296,0.00046692952,0.0002772707,0.00020998837,0.00019900507,0.00053316227,0.00023777649,0.00035750872,0.0004200159],"category_scores_gemma":[0.00033478884,0.00020571612,0.0003862957,0.00022154223,0.00022074522,0.00029267496,0.00021006227,0.00032411434,0.00010381322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019107065,0.000037693673,0.00026628005,0.000032763168,0.000007797656,0.000017778491,0.000019112595,0.00009374447,0.9978345,0.00001672409,0.000009882442,0.0014727002],"study_design_scores_gemma":[0.0000057876796,0.0001191561,0.0012564252,0.0000017378064,0.000012954685,0.000012713512,0.0000094264515,0.00022124863,0.99822503,0.0000042316806,0.00012910624,0.0000020923637],"about_ca_topic_score_codex":0.0021330551,"about_ca_topic_score_gemma":0.003119927,"teacher_disagreement_score":0.0021330551,"about_ca_system_score_codex":0.00027373552,"about_ca_system_score_gemma":0.00033799748,"threshold_uncertainty_score":0.0042412877},"labels":[],"label_agreement":null},{"id":"W2005238444","doi":"10.1139/t03-019","title":"Evaluation of an HDPE geomembrane after 14 years as a leachate lagoon liner","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":79,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Leachate; High-density polyethylene; Environmental science; Geotechnical engineering; Sorption; Geosynthetic clay liner; Permeation; Waste disposal; Composite number; Materials science; Waste management; Polyethylene; Geology; Composite material; Soil water; Soil science; Chemistry; Engineering; Hydraulic conductivity","score_opus":0.015843743644513256,"score_gpt":0.24967476039466788,"score_spread":0.2338310167501546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005238444","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999385,0.000075555174,0.00036665364,0.0000072810208,0.0000026390137,0.000017113542,0.000063881744,0.000013769358,0.000067986584],"genre_scores_gemma":[0.9972066,0.00014073115,0.0011015565,0.000017003666,0.0000024628682,0.000018696543,0.00026404107,0.000009708726,0.0012390012],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996501,0.000073145995,0.000025863634,0.00007599353,0.00009918971,0.00007577729],"domain_scores_gemma":[0.99966335,0.00005102105,0.00008337998,0.000030713294,0.000118022646,0.000053504285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006502176,0.00047090653,0.0005657169,0.00028726488,0.0005293435,0.0005623019,0.00035982084,0.00054979406,0.00068575406],"category_scores_gemma":[0.0005666153,0.00013384421,0.00048564002,0.0002809801,0.0002486221,0.00050841743,0.0003927789,0.00027309606,0.00023211715],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011220378,0.0002940088,0.0059696436,0.00013165525,0.000039959366,0.0003034322,0.0001777513,0.0011734305,0.98249024,0.000028170993,0.00004372164,0.008225987],"study_design_scores_gemma":[0.0000457427,0.0119726,0.019577565,0.000009294736,0.000110632594,0.0003170643,0.00027222428,0.0012916832,0.9649935,0.000015396397,0.0013698372,0.000024464533],"about_ca_topic_score_codex":0.0052449456,"about_ca_topic_score_gemma":0.0072852555,"teacher_disagreement_score":0.0052449456,"about_ca_system_score_codex":0.00078354066,"about_ca_system_score_gemma":0.00040471097,"threshold_uncertainty_score":0.010428846},"labels":[],"label_agreement":null},{"id":"W2006273393","doi":"10.1680/gein.2009.16.1.11","title":"Diffusion of metals in geosynthetic clay liners","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Sorption; Tailings; Diffusion; Context (archaeology); Metal; Bentonite; Lime; Geosynthetics; Metalloid; Environmental chemistry; Chemistry; Environmental engineering; Mineralogy; Materials science; Metallurgy; Geotechnical engineering; Geology; Adsorption; Soil science; Environmental science; Soil water; Hydraulic conductivity; Thermodynamics","score_opus":0.00842942159149318,"score_gpt":0.24612533088726943,"score_spread":0.23769590929577625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006273393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99739206,0.00016296415,0.0018235069,0.00002381288,0.000004130988,0.00000994063,0.00007938217,0.000040020303,0.0004641925],"genre_scores_gemma":[0.99731284,0.00013594466,0.0016340576,0.000018870905,0.0000020038617,0.0000090010835,0.000097004166,0.0000073739016,0.0007828971],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986875,0.00002180749,0.000008137804,0.000042386546,0.000031292293,0.0000275611],"domain_scores_gemma":[0.99983823,0.00004396857,0.00005701014,0.000009845684,0.00003473284,0.000016294876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016793176,0.00028140665,0.0001660019,0.00029012543,0.00015862442,0.00047769354,0.00027088332,0.00030094615,0.0008655793],"category_scores_gemma":[0.00032996738,0.00013265279,0.00018246888,0.00016940219,0.0002535414,0.00046392108,0.00031154798,0.00026777192,0.00020185806],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013184529,0.000014589817,0.001423477,0.0000770487,0.000007564529,0.00008292262,0.000078140634,0.0013252893,0.99413353,0.00025122508,0.000052342202,0.0024220673],"study_design_scores_gemma":[0.000032709806,0.000429345,0.0038839688,0.0000147948185,0.000018375575,0.00020501675,0.0002572899,0.010479894,0.98194927,0.00016701079,0.0025405437,0.00002182974],"about_ca_topic_score_codex":0.0028053494,"about_ca_topic_score_gemma":0.002875236,"teacher_disagreement_score":0.0028053494,"about_ca_system_score_codex":0.000528107,"about_ca_system_score_gemma":0.0001915319,"threshold_uncertainty_score":0.005578041},"labels":[],"label_agreement":null},{"id":"W2007560528","doi":"10.1016/j.geotexmem.2013.07.008","title":"Physical modelling of nonwoven/nonwoven GCL shrinkage under simulated field conditions","year":2013,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Carleton University; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Shrinkage; Geosynthetic clay liner; Water content; Geomembrane; Geotextile; Moisture; Composite material; Materials science; Geotechnical engineering; Subsoil; Environmental science; Soil science; Geology; Soil water","score_opus":0.01035343648423077,"score_gpt":0.2175866968071154,"score_spread":0.20723326032288464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007560528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99048495,0.00005153968,0.0028271016,0.000050499933,0.000011745634,0.000031829048,0.00067259854,0.00017132412,0.0056984765],"genre_scores_gemma":[0.99828833,0.000029584775,0.00057824305,0.0000058071437,0.0000010585594,0.00001660019,0.0001708232,0.000016999056,0.00089258066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985135,0.000019494599,0.000009213507,0.00004199043,0.00003369473,0.00004426348],"domain_scores_gemma":[0.99956566,0.00022216167,0.00004393705,0.000041766394,0.000092062335,0.000034380093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003141132,0.00038400898,0.00047135088,0.00048715962,0.00046731418,0.0008163455,0.0007644847,0.0009783026,0.0030881942],"category_scores_gemma":[0.0008649815,0.00029595374,0.00041510756,0.00058687554,0.0006962678,0.000728722,0.0002841303,0.00047545845,0.00031047608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020421651,0.00013618993,0.0038130828,0.00005359773,0.0000072619764,0.00013125666,0.000065932174,0.9812744,0.008763664,0.0003321988,0.0002819454,0.0049362397],"study_design_scores_gemma":[0.00003980157,0.00009389015,0.006227988,0.000007287504,0.000008410485,0.000019265128,0.00009774201,0.9874698,0.0053763934,0.0001571204,0.00048624843,0.000016163502],"about_ca_topic_score_codex":0.022656769,"about_ca_topic_score_gemma":0.019788075,"teacher_disagreement_score":0.022656769,"about_ca_system_score_codex":0.0010589876,"about_ca_system_score_gemma":0.0007329677,"threshold_uncertainty_score":0.045049787},"labels":[],"label_agreement":null},{"id":"W2007664358","doi":"10.1061/(asce)1090-025x(2009)13:3(147)","title":"Hydraulic Design Tables for Horizontal Liquid Injection Systems in Bioreactor Landfills","year":2009,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Aboriginal Affairs Northern Dev Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Environmental Research and Education Foundation","keywords":"Nominal Pipe Size; Perforation; Inlet; Hydraulic head; Bioreactor; Sensitivity (control systems); Bioreactor landfill; Environmental science; Flow (mathematics); Hydraulics; Engineering; Petroleum engineering; Marine engineering; Mechanical engineering; Geotechnical engineering; Materials science; Waste management; Mechanics; Chemistry","score_opus":0.011998800311782977,"score_gpt":0.24602257824904905,"score_spread":0.2340237779372661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007664358","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009626737,0.00021960397,0.9826508,0.00008187584,0.000038508904,0.00024903097,0.00041809573,0.00087732164,0.0058380193],"genre_scores_gemma":[0.32360357,0.00066915114,0.66229486,0.00011585972,0.00003602239,0.0019878508,0.0012561716,0.00046323697,0.009573275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988971,0.0004563622,0.00008479792,0.000067414156,0.0004412561,0.000053040236],"domain_scores_gemma":[0.99829715,0.0009240582,0.00023541391,0.00008130397,0.0004411198,0.000020906771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019134696,0.00084990583,0.00064157596,0.0008632747,0.00037742683,0.00097476476,0.0009045545,0.0005990512,0.00688517],"category_scores_gemma":[0.0039328528,0.00056745793,0.00052887044,0.00040397397,0.00030888975,0.000556158,0.0005190552,0.0004148631,0.0013302459],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044440385,0.000021438891,0.00031159553,0.00022619519,0.000008392597,0.00005873279,0.00007658571,0.9411414,0.0039382796,0.010594759,0.0016308216,0.041947313],"study_design_scores_gemma":[0.000045851277,0.00014740486,0.00023008365,0.00007548639,0.000019193258,0.00004952573,0.00005172512,0.9643825,0.0063729445,0.0073697963,0.021230636,0.00002478532],"about_ca_topic_score_codex":0.0014520835,"about_ca_topic_score_gemma":0.0021396514,"teacher_disagreement_score":0.00688517,"about_ca_system_score_codex":0.00090167526,"about_ca_system_score_gemma":0.0012688392,"threshold_uncertainty_score":0.023033202},"labels":[],"label_agreement":null},{"id":"W2009435075","doi":"10.1007/s00253-012-3998-z","title":"Function and limits of biofilters for the removal of methane in exhaust gases from the pig industry","year":2012,"lang":"en","type":"review","venue":"Applied Microbiology and Biotechnology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de Recherche et de Développement en Agroenvironnement; Université de Sherbrooke","funders":"Government of Canada","keywords":"Biofilter; Greenhouse gas; Methane; Waste management; Carbon dioxide; Slurry; Environmental science; Coal; Environmental engineering; Engineering; Chemistry; Ecology","score_opus":0.03998426900353435,"score_gpt":0.2605404140471181,"score_spread":0.22055614504358373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009435075","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005926405,0.9987992,0.00015433361,0.0000707871,0.000035741956,0.0000020697746,0.000014681569,0.0000031470217,0.00032744175],"genre_scores_gemma":[0.0028924677,0.996227,0.00027378308,0.00006131299,0.000049052444,0.0000038588873,0.000038513565,0.0000012098154,0.0004528906],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999671,0.00003742136,0.000045493667,0.00005855056,0.00015630093,0.000031178904],"domain_scores_gemma":[0.9994905,0.00020599908,0.00012932761,0.000014923519,0.0001320154,0.000027285925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008408188,0.0010692109,0.0016760493,0.0020415958,0.00018959824,0.0011516222,0.0011937903,0.0011954625,0.0009873939],"category_scores_gemma":[0.0006714848,0.0004327218,0.0005954422,0.0023901523,0.00045425852,0.0012464004,0.0005560788,0.0008360417,0.0008246684],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016071589,0.00008662369,0.00027518033,0.021594776,0.000109795394,0.00017291057,0.000046829817,0.0007709016,0.012758889,0.0017412418,0.004841352,0.9574408],"study_design_scores_gemma":[0.00005861579,0.00065637345,0.0039035317,0.0058564004,0.00053518225,0.0021566374,0.00015693178,0.00062463497,0.016186293,0.0028072207,0.9669589,0.000099458666],"about_ca_topic_score_codex":0.0013982021,"about_ca_topic_score_gemma":0.0025420382,"teacher_disagreement_score":0.0020415958,"about_ca_system_score_codex":0.0005488971,"about_ca_system_score_gemma":0.00092441466,"threshold_uncertainty_score":0.0044466853},"labels":[],"label_agreement":null},{"id":"W2009644015","doi":"10.1139/t08-022","title":"Estimating compaction behavior of fine-grained soils based on compaction energy","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":63,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Compaction; Soil water; Context (archaeology); Geotechnical engineering; Mathematics; Soil science; Environmental science; Geology","score_opus":0.019089809298981453,"score_gpt":0.23217548719980122,"score_spread":0.21308567790081975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009644015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694429,0.00013190733,0.029030155,0.0000101195765,9.68017e-7,0.00003579697,0.00031205124,0.00012977478,0.0009063252],"genre_scores_gemma":[0.9895488,0.0001266462,0.009832783,0.0000028890577,7.854318e-7,0.000011007731,0.00027403547,0.00000940667,0.00019353293],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999744,0.00003282518,0.000019096391,0.00003934644,0.00013854305,0.000026302727],"domain_scores_gemma":[0.9986726,0.00065194664,0.00039409348,0.00007750672,0.00017717319,0.000026753181],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051901466,0.00030064615,0.00027613656,0.0022007925,0.00014432921,0.00041110633,0.00030054216,0.00022800808,0.00047138485],"category_scores_gemma":[0.0025114466,0.00019043603,0.00022929847,0.001539073,0.00025630978,0.00054178125,0.00025216964,0.0001656166,0.00016577209],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023242156,0.00011737556,0.64373213,0.00022929792,0.00007019504,0.00019425052,0.00026790722,0.13098931,0.077111,0.00070956163,0.00024169563,0.14610481],"study_design_scores_gemma":[0.000013984002,0.00030338345,0.66070914,0.000026867507,0.000050258433,0.00020906414,0.000257636,0.2570179,0.07932174,0.0010098759,0.0010088753,0.00007118031],"about_ca_topic_score_codex":0.014877913,"about_ca_topic_score_gemma":0.042959817,"teacher_disagreement_score":0.014877913,"about_ca_system_score_codex":0.00048855494,"about_ca_system_score_gemma":0.0004925919,"threshold_uncertainty_score":0.02958262},"labels":[],"label_agreement":null},{"id":"W2010168368","doi":"10.1061/41095(365)79","title":"Particle Size Analysis of Shale-Rich Mined Clay from Appalachian Ohio","year":2010,"lang":"en","type":"article","venue":"GeoFlorida 2010","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Oil shale; Sampling (signal processing); Geology; Drilling; Particle-size distribution; Mining engineering; Clay soil; Soil test; Grain size; Clay minerals; Geotechnical engineering; Soil water; Soil science; Particle size; Mineralogy; Engineering; Geomorphology","score_opus":0.007249156076776536,"score_gpt":0.21336082622159494,"score_spread":0.2061116701448184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010168368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903643,0.00004964594,0.00016686427,0.00000457555,0.0000016772484,0.000011258489,0.00024287637,0.0000050400754,0.00048168935],"genre_scores_gemma":[0.9981949,0.000113165304,0.0005684535,0.000016697677,0.0000033872311,0.000014626973,0.0005252875,0.0000042209203,0.00055927364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991775,0.000005065555,0.0000070833366,0.000023689025,0.000030522504,0.000015912887],"domain_scores_gemma":[0.9998436,0.000027109922,0.000028931026,0.000008279531,0.00006736848,0.00002468556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009859523,0.00015130054,0.00014169588,0.0014935611,0.00057110336,0.00043514953,0.00014035948,0.00021390898,0.0006530253],"category_scores_gemma":[0.00016641045,0.00011059263,0.00013878863,0.0005938182,0.0001910287,0.00010685709,0.00019118706,0.00011684712,0.00017443902],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041530887,0.00011811207,0.29436722,0.000121044315,0.00005488459,0.00091200776,0.0012937975,0.00040777624,0.6888807,0.000051112034,0.00019206801,0.0131860655],"study_design_scores_gemma":[0.000005092278,0.0001586768,0.9669242,0.000009305315,0.000020189484,0.00036024768,0.00085371645,0.0004687955,0.030013781,0.000014658804,0.0011600998,0.000011188635],"about_ca_topic_score_codex":0.013953847,"about_ca_topic_score_gemma":0.032418676,"teacher_disagreement_score":0.013953847,"about_ca_system_score_codex":0.0001523793,"about_ca_system_score_gemma":0.00014590194,"threshold_uncertainty_score":0.027745247},"labels":[],"label_agreement":null},{"id":"W2010693135","doi":"10.1680/gein.13.00019","title":"Prediction of geosynthetic clay liner desiccation in low stress applications","year":2013,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation","keywords":"Desiccation; Geosynthetic clay liner; Geotechnical engineering; Geosynthetics; Materials science; Environmental science; Infiltration (HVAC); Saturation (graph theory); Soil science; Composite material; Geology; Ecology; Soil water; Mathematics; Hydraulic conductivity; Biology","score_opus":0.010734987518436524,"score_gpt":0.21779280069925003,"score_spread":0.2070578131808135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010693135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99250937,0.000042551128,0.0067670885,0.000020736656,0.000003747541,0.00002197259,0.00011638618,0.00006700268,0.00045097127],"genre_scores_gemma":[0.9990594,0.000012937981,0.00066674326,0.0000018361758,4.890507e-7,0.000008773967,0.00004007734,0.0000045459656,0.00020515204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998698,0.000022173674,0.000008346621,0.00003211246,0.00004645083,0.000021031728],"domain_scores_gemma":[0.9994086,0.0002773179,0.00014251677,0.00002868962,0.00010512517,0.000037862348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036446966,0.00047350687,0.00034333812,0.0004017992,0.0001875655,0.00045847218,0.00041479606,0.00061008567,0.00093809457],"category_scores_gemma":[0.0008605513,0.00020874511,0.00041167496,0.00018941573,0.00017912957,0.0003530461,0.00028283623,0.00027981587,0.00018171465],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039111497,0.00018582947,0.040157083,0.00015011431,0.000042295356,0.00020911888,0.00006735852,0.8917983,0.056502007,0.00011689254,0.00018749156,0.0101923505],"study_design_scores_gemma":[0.000015954844,0.000627011,0.02972184,0.00000765946,0.00002093869,0.000056539157,0.00005246275,0.94977313,0.01944268,0.00009461468,0.00017047314,0.000016661175],"about_ca_topic_score_codex":0.004204553,"about_ca_topic_score_gemma":0.0047561633,"teacher_disagreement_score":0.004204553,"about_ca_system_score_codex":0.0007439155,"about_ca_system_score_gemma":0.00034954137,"threshold_uncertainty_score":0.0083601475},"labels":[],"label_agreement":null},{"id":"W2010822102","doi":"10.1016/j.geotexmem.2005.07.003","title":"Average bonding peel strength of geosynthetic clay liners after short-term exposure to water and jet fuel A-1☆","year":2005,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Geosynthetic clay liner; Materials science; Water jet; Composite material; Jet (fluid); Environmental science; Geology; Engineering; Soil water; Soil science","score_opus":0.006143067938625204,"score_gpt":0.2080959653503897,"score_spread":0.2019528974117645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010822102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999044,0.00007847869,0.00033907272,0.0000044426315,0.00000441107,0.0000045783045,0.000161908,0.0000088092975,0.00035421646],"genre_scores_gemma":[0.9974897,0.000049371585,0.00015894964,0.000006892024,0.0000016558075,0.0000061997844,0.00025163728,0.000006886275,0.0020287535],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985576,0.000012261677,0.0000076118367,0.00003409925,0.000046282195,0.000043938406],"domain_scores_gemma":[0.9995314,0.00008806861,0.00010407207,0.000031049196,0.0001566901,0.00008877637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031540534,0.00023647468,0.00024068166,0.0005118801,0.0002876623,0.00034778917,0.0002381992,0.00035209823,0.0063445047],"category_scores_gemma":[0.0005449768,0.00018542171,0.00035019714,0.0002689186,0.00022424418,0.00053072977,0.0003307488,0.0003827625,0.0006706384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021217428,0.00012773726,0.020079276,0.00007571467,0.0000939664,0.0002484706,0.00031728516,0.0016293671,0.96014947,0.00011447183,0.00015479355,0.014887643],"study_design_scores_gemma":[0.0000162794,0.0020336255,0.20549631,0.0000125307015,0.00009852204,0.00020300242,0.00092933484,0.0029399532,0.78686965,0.0001458207,0.0012121464,0.000042829888],"about_ca_topic_score_codex":0.0014327993,"about_ca_topic_score_gemma":0.0017816095,"teacher_disagreement_score":0.0063445047,"about_ca_system_score_codex":0.00016729679,"about_ca_system_score_gemma":0.00013664828,"threshold_uncertainty_score":0.02122444},"labels":[],"label_agreement":null},{"id":"W2011474884","doi":"10.1177/0734242x07085752","title":"Lateral migration and offsite surface emission of landfill gas at City of Montreal landfill site","year":2008,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Geological Survey of Canada; Polytechnique Montréal","funders":"","keywords":"Landfill gas; Methane; Environmental science; Permeability (electromagnetism); Advection; Hydrology (agriculture); Flux (metallurgy); Overburden; Porosity; Groundwater; Soil science; Geology; Environmental engineering; Geotechnical engineering; Chemistry","score_opus":0.022579105892940148,"score_gpt":0.2655217263856687,"score_spread":0.24294262049272852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011474884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991327,0.000015121776,0.000096521326,0.000009415902,6.891532e-7,0.00000900656,0.00028074512,0.000008462994,0.00044739296],"genre_scores_gemma":[0.99879575,0.000023469078,0.00020039687,0.0000043629293,5.5459856e-7,0.000007850578,0.00033914644,0.0000026208288,0.00062576716],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99977595,0.000019690919,0.000005443216,0.000049202685,0.00007789678,0.00007174955],"domain_scores_gemma":[0.9996809,0.000023681449,0.00008770058,0.000012728667,0.00014820878,0.000046752142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022375533,0.0003569579,0.00015669971,0.00088020647,0.0006822275,0.0005337282,0.00040617972,0.00020149616,0.0010096816],"category_scores_gemma":[0.00044200546,0.00016889608,0.00021302582,0.0010306671,0.000372962,0.00021698614,0.00032524727,0.0001730306,0.00015270032],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001927524,0.00006865495,0.9703911,0.000022072181,0.000045929828,0.00045541616,0.000969403,0.0027235579,0.014367732,0.00008433693,0.00034449113,0.010334606],"study_design_scores_gemma":[0.0000028648049,0.00006261484,0.9954307,0.0000036325628,0.000008682718,0.00004337729,0.00047586803,0.0016482591,0.0019215231,0.000005910633,0.00038753083,0.000009030603],"about_ca_topic_score_codex":0.8390997,"about_ca_topic_score_gemma":0.9321671,"teacher_disagreement_score":0.1609003,"about_ca_system_score_codex":0.005709599,"about_ca_system_score_gemma":0.002134106,"threshold_uncertainty_score":0.32369572},"labels":[],"label_agreement":null},{"id":"W2011566238","doi":"10.1016/j.wasman.2015.01.031","title":"Does vegetation affect the methane oxidation efficiency of passive biosystems?","year":2015,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Topsoil; Vegetation (pathology); Trifolium repens; Environmental science; Revegetation; Field experiment; Compost; Methane; Agronomy; Soil water; Soil science; Chemistry; Botany; Ecological succession","score_opus":0.012427050518246264,"score_gpt":0.23233652604091085,"score_spread":0.21990947552266457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011566238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989379,0.0002550779,0.00020729227,0.000045615438,0.000002525569,0.000002143486,0.000034169923,0.0000018874032,0.00051337096],"genre_scores_gemma":[0.99961805,0.00011623604,0.00007379498,0.000011221221,0.0000012186672,8.906306e-7,0.00002269665,0.0000012155658,0.00015461961],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997967,0.00007871583,0.000006514085,0.000029517816,0.00003490153,0.00005359063],"domain_scores_gemma":[0.9995846,0.0001993312,0.00008355792,0.00002883804,0.00006346483,0.0000401294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000316506,0.00017288812,0.00017337363,0.00023976502,0.00026760015,0.000416909,0.000219837,0.00048641305,0.0010064926],"category_scores_gemma":[0.00071148254,0.000115435534,0.00021003243,0.0002482928,0.00044124617,0.00053921645,0.00020401164,0.00017714196,0.00016231829],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019830987,0.00027853838,0.22370626,0.00023729661,0.00018174307,0.00023943937,0.00042379418,0.0013255326,0.7514806,0.00062210474,0.000104854014,0.019416705],"study_design_scores_gemma":[0.00002305011,0.0012468125,0.8190787,0.00002925758,0.00014371013,0.00028611315,0.0018189182,0.0030838398,0.1718279,0.000862112,0.0015795998,0.000020127645],"about_ca_topic_score_codex":0.005680203,"about_ca_topic_score_gemma":0.0086437,"teacher_disagreement_score":0.005680203,"about_ca_system_score_codex":0.00039048342,"about_ca_system_score_gemma":0.00031692328,"threshold_uncertainty_score":0.011294305},"labels":[],"label_agreement":null},{"id":"W2012521559","doi":"10.1007/s10706-014-9728-9","title":"Geotechnical Characterization of Compost Based Biocover Materials","year":2014,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Compost; Hydraulic conductivity; Water content; Compaction; Atterberg limits; Geotechnical engineering; Thermal conductivity; Cohesion (chemistry); Moisture; Consolidation (business); Direct shear test; Materials science; Environmental science; Soil science; Soil water; Shear (geology); Waste management; Composite material; Geology; Engineering; Chemistry","score_opus":0.0050664487331899205,"score_gpt":0.17303248726949452,"score_spread":0.1679660385363046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012521559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99776137,0.000097606746,0.0005334006,0.000008417602,0.0000030012595,0.000014668803,0.00023548602,0.000009518248,0.0013366025],"genre_scores_gemma":[0.9977985,0.00014067105,0.0004619844,0.000010930879,0.0000021769736,0.00001524987,0.00032507422,0.0000060295856,0.0012393695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964404,0.000042783908,0.000030275038,0.000032165863,0.00018009485,0.00007070577],"domain_scores_gemma":[0.99976534,0.00004013225,0.000050513943,0.00001699697,0.00010408739,0.000023008371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029103606,0.00025864283,0.00017531995,0.0012609661,0.00036150837,0.00038882656,0.000157896,0.00031709677,0.0014218605],"category_scores_gemma":[0.0003852667,0.00010927378,0.0002090682,0.0008381619,0.00025417603,0.0003225404,0.00020903013,0.00019136816,0.00024019978],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045907643,0.0001719466,0.010209149,0.00011628677,0.000010878319,0.00019124967,0.000114252456,0.0016466033,0.97619325,0.00014853191,0.00012426375,0.010614494],"study_design_scores_gemma":[0.0000067038186,0.00088702777,0.05284948,0.000017779528,0.000021751446,0.00016203127,0.00044056322,0.0018361221,0.9417642,0.00007477998,0.0019307734,0.000008789375],"about_ca_topic_score_codex":0.0017603248,"about_ca_topic_score_gemma":0.0049302685,"teacher_disagreement_score":0.0017603248,"about_ca_system_score_codex":0.00032380424,"about_ca_system_score_gemma":0.00034103275,"threshold_uncertainty_score":0.0047566295},"labels":[],"label_agreement":null},{"id":"W2013254198","doi":"10.1139/s02-008","title":"Biologically induced clogging of a granular medium permeated with synthetic leachate","year":2002,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Hydraulic conductivity; Environmental science; Porous medium; Porosity; Pulp and paper industry; Waste management; Environmental engineering; Chemistry; Environmental chemistry; Geotechnical engineering; Geology; Soil science; Engineering","score_opus":0.009278799634584197,"score_gpt":0.1764543680321253,"score_spread":0.1671755683975411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013254198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983381,0.00012293815,0.0010021053,0.000022825423,0.000006751643,0.000021240723,0.000116555566,0.000020362624,0.000349061],"genre_scores_gemma":[0.99765176,0.00013870715,0.0014313,0.000027274327,0.0000040183622,0.00002348666,0.00021137169,0.000008991785,0.00050311076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959666,0.000093513576,0.00003934308,0.00006258113,0.00011750547,0.000090485846],"domain_scores_gemma":[0.999519,0.00020486118,0.000114506685,0.000036732035,0.000073194875,0.000051742118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003339938,0.00042256006,0.0003370863,0.00018640806,0.0002797777,0.0004272181,0.00020018384,0.0002847562,0.00040492998],"category_scores_gemma":[0.0005770986,0.00012091638,0.00029118455,0.00021134422,0.0004122425,0.00022107571,0.00033783464,0.00035840794,0.00007450512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018046607,0.00003024771,0.00037846854,0.000048555856,0.000005528917,0.000046021367,0.00004712977,0.00016694603,0.9984999,0.000021839114,0.000009617393,0.0005654278],"study_design_scores_gemma":[0.000008059242,0.0007713938,0.0014612274,0.000005061071,0.000010203969,0.00006208958,0.000071354065,0.00040380293,0.99692935,0.000013776034,0.00025813284,0.0000055712785],"about_ca_topic_score_codex":0.005416278,"about_ca_topic_score_gemma":0.004437623,"teacher_disagreement_score":0.005416278,"about_ca_system_score_codex":0.0005665662,"about_ca_system_score_gemma":0.0004985136,"threshold_uncertainty_score":0.010769486},"labels":[],"label_agreement":null},{"id":"W2014815715","doi":"10.1023/b:wate.0000044856.98351.63","title":"Characterization of Aspen ASH, Sand and Log-Yard Waste Mixtures from an Aspen-Based Oriented Strand Board Mill for Use as an Intermediate Landfill Cover","year":2004,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Wood ash; Environmental science; Hydraulic conductivity; Bulk density; Fly ash; Soil water; Waste management; Chemistry; Soil science","score_opus":0.008828248846975084,"score_gpt":0.22298515993837123,"score_spread":0.21415691109139615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014815715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985331,0.000061541476,0.00060434325,0.0000063317625,0.0000018813219,0.0000090068215,0.00015214851,0.000011104062,0.0006204924],"genre_scores_gemma":[0.99659157,0.00011974708,0.0010962547,0.00001661366,0.0000022829809,0.000011216186,0.00045165903,0.000012836913,0.0016979628],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996408,0.0000369164,0.000033319782,0.000058526573,0.00017796761,0.000052395582],"domain_scores_gemma":[0.9998586,0.00003835037,0.000023815059,0.0000072681505,0.000050490245,0.000021346683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023720723,0.0003403899,0.00037252562,0.0011782303,0.00070623896,0.0006320125,0.0002688589,0.00042493545,0.0010299069],"category_scores_gemma":[0.00023678014,0.00018159047,0.00032850003,0.0006641817,0.00025586318,0.0003418812,0.000208729,0.00030295606,0.00026549012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007189317,0.00012686173,0.0135491965,0.000062497005,0.000019899755,0.00016067243,0.00014607768,0.00071954494,0.97955656,0.000053469008,0.000038065522,0.004848182],"study_design_scores_gemma":[0.000010233046,0.0005067934,0.054012757,0.000008638317,0.000048188384,0.00022529133,0.0004876451,0.0028548182,0.9408736,0.00004368209,0.00091679813,0.0000114767645],"about_ca_topic_score_codex":0.0059330063,"about_ca_topic_score_gemma":0.0134187145,"teacher_disagreement_score":0.0059330063,"about_ca_system_score_codex":0.00029030585,"about_ca_system_score_gemma":0.00044995022,"threshold_uncertainty_score":0.011796951},"labels":[],"label_agreement":null},{"id":"W2014856167","doi":"10.1109/cimsa.2011.6059928","title":"Intelligent control of bioreactor landfills","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Government of Ontario","keywords":"Bioreactor; Control (management); Computer science; Environmental science; Waste management; Engineering; Chemistry; Artificial intelligence","score_opus":0.02295815961674306,"score_gpt":0.2105714268018663,"score_spread":0.18761326718512325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014856167","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25430262,0.00082120945,0.7373715,0.00018426894,0.000068627145,0.00006834232,0.000053635187,0.0018217148,0.0053081173],"genre_scores_gemma":[0.9825231,0.00014163787,0.016151497,0.000025926485,0.000013648298,0.00002787922,0.00002459183,0.000014959134,0.001076768],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996655,0.00006135123,0.000019581448,0.000078695295,0.00013231482,0.00004264949],"domain_scores_gemma":[0.9997969,0.000060946393,0.00006101339,0.000024681276,0.000042119413,0.000014335754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038541437,0.00039285308,0.0003761913,0.00026396566,0.00027923915,0.0006510786,0.00059520674,0.00029938476,0.0005446214],"category_scores_gemma":[0.00046900916,0.00013086597,0.00025805167,0.00018760591,0.0004508703,0.0003720804,0.0004318404,0.00025248723,0.00017467471],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006872459,0.0001905415,0.0025298812,0.0002570188,0.000049815102,0.0002954752,0.00024063696,0.29610524,0.46407825,0.008911425,0.0010404418,0.22561413],"study_design_scores_gemma":[0.000040007293,0.00024588252,0.00193603,0.000014486531,0.0000270068,0.00008183489,0.000058964324,0.84956264,0.13851555,0.00390877,0.0055801496,0.000028636348],"about_ca_topic_score_codex":0.0010135078,"about_ca_topic_score_gemma":0.0012289586,"teacher_disagreement_score":0.0010135078,"about_ca_system_score_codex":0.00036784704,"about_ca_system_score_gemma":0.00032894503,"threshold_uncertainty_score":0.0026689768},"labels":[],"label_agreement":null},{"id":"W2015426477","doi":"10.1680/gein.2005.12.6.333","title":"Permeating partially hydrated GCLs with jet fuel at temperatures from −20°C and 20°C","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); Queen's University","funders":"","keywords":"Hydraulic conductivity; Materials science; Jet fuel; Conductivity; Saturation (graph theory); Jet (fluid); Void ratio; Geosynthetic clay liner; Geosynthetics; Chemistry; Composite material; Geotechnical engineering; Thermodynamics; Soil science; Environmental science; Geology; Soil water","score_opus":0.006741504090672256,"score_gpt":0.21230484324116278,"score_spread":0.20556333915049052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015426477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867827,0.000096504205,0.0005660284,0.0000121116655,0.0000050246554,0.000008142143,0.0001995971,0.000041674037,0.0003926426],"genre_scores_gemma":[0.99659806,0.00014336003,0.0014196489,0.00001924762,0.0000029634402,0.000014757577,0.00051490444,0.000040013543,0.001247005],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998318,0.000013267558,0.000009353811,0.000046715788,0.00005552628,0.00004334825],"domain_scores_gemma":[0.9997805,0.00007405755,0.000045599387,0.000013148175,0.000048962636,0.00003764518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023776967,0.00043583036,0.0003153097,0.00026672494,0.00025585684,0.00045629047,0.00033113212,0.00028844993,0.0011562532],"category_scores_gemma":[0.00039922853,0.00019852389,0.0002751251,0.0002810436,0.00044840874,0.00040372912,0.00024507885,0.00045952355,0.00016304471],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018104515,0.000009648133,0.0007927828,0.000043674885,0.000007921797,0.000058121575,0.000079773636,0.00046039908,0.9972268,0.000036546862,0.000016258484,0.0010869218],"study_design_scores_gemma":[0.000009883438,0.00029552076,0.006209078,0.000008422577,0.000017412138,0.000087867535,0.00017231557,0.00190955,0.9901861,0.000033316897,0.0010510216,0.000019392213],"about_ca_topic_score_codex":0.0077097956,"about_ca_topic_score_gemma":0.011177546,"teacher_disagreement_score":0.0077097956,"about_ca_system_score_codex":0.0005885333,"about_ca_system_score_gemma":0.0003464585,"threshold_uncertainty_score":0.015329838},"labels":[],"label_agreement":null},{"id":"W2016748656","doi":"10.1680/gein.14.00031","title":"Interface transmissivity and hydraulic conductivity of GCLs below poured concrete","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Bentonite; Geosynthetics; Hydraulic conductivity; Geotextile; Materials science; Geotechnical engineering; Composite material; Environmental science; Geology; Soil water; Soil science","score_opus":0.023722541359042792,"score_gpt":0.26173379983194767,"score_spread":0.23801125847290489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016748656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999701,0.000021528671,0.00014265653,0.0000022263678,6.286678e-7,0.0000045742127,0.000035754754,0.000008300487,0.000083417],"genre_scores_gemma":[0.99915254,0.000024523395,0.00039548211,0.0000049580135,5.51617e-7,0.000006343405,0.0001085239,0.0000057050665,0.00030135384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953663,0.0000791338,0.0000381055,0.00011213766,0.00016494836,0.00006908495],"domain_scores_gemma":[0.99935263,0.00012611932,0.00018044373,0.000044484674,0.00017987537,0.00011637464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003266889,0.0004128144,0.00033698976,0.0003590711,0.00019686228,0.0005711265,0.00030571304,0.00034398257,0.0009204184],"category_scores_gemma":[0.00075781235,0.00017011604,0.00022703537,0.00024892666,0.00045384042,0.00030721308,0.00040937602,0.00033728158,0.00025558402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004424786,0.000036091187,0.0065432684,0.000042855016,0.000014655533,0.000037158912,0.00014253841,0.0005825023,0.9908354,0.000011027858,0.000009443184,0.0013026127],"study_design_scores_gemma":[0.00001841911,0.0015454458,0.06047849,0.0000071390905,0.000024196184,0.00006926154,0.00035077037,0.001964253,0.9351858,0.000011821791,0.0003267828,0.000017723101],"about_ca_topic_score_codex":0.0058717425,"about_ca_topic_score_gemma":0.0053779115,"teacher_disagreement_score":0.0058717425,"about_ca_system_score_codex":0.0006213312,"about_ca_system_score_gemma":0.0003233748,"threshold_uncertainty_score":0.011675119},"labels":[],"label_agreement":null},{"id":"W2016976007","doi":"10.1016/j.sandf.2013.08.006","title":"Fabric effect on hydraulic conductivity of kaolin under different chemical and biochemical conditions","year":2013,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Japan Society for the Promotion of Science","keywords":"Hydraulic conductivity; Geosynthetic clay liner; Suspension (topology); Clogging; Conductivity; Isoelectric point; Chemistry; Materials science; Mineralogy; Chemical engineering; Geology; Soil water; Soil science","score_opus":0.011132635271563466,"score_gpt":0.2455564980562151,"score_spread":0.23442386278465163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016976007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994367,0.000046058485,0.00007534874,0.0000047795306,0.0000020274356,0.0000018045873,0.000037815673,0.0000030552928,0.0003924092],"genre_scores_gemma":[0.9995684,0.000031427324,0.00007118158,0.000004985112,7.841189e-7,0.0000018732628,0.000033837325,0.0000031585053,0.0002843166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997987,0.000041391104,0.000012179144,0.000030382987,0.000041487965,0.00007589082],"domain_scores_gemma":[0.99951375,0.00015584785,0.00012082851,0.000027764647,0.00009187416,0.00008994202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024393166,0.00027403215,0.00017752749,0.00024893568,0.00026150205,0.00048084994,0.00016673606,0.00024178266,0.0018049979],"category_scores_gemma":[0.00058076443,0.00017581464,0.00019620771,0.00023174651,0.0004236115,0.00037811862,0.00022960587,0.00028997363,0.00013867884],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0050318576,0.00012398412,0.0097031,0.00014147295,0.000031864958,0.00015242178,0.0003852529,0.0013287816,0.97972953,0.0002069211,0.00005407866,0.0031106188],"study_design_scores_gemma":[0.000033376095,0.0012708729,0.050696746,0.000011140064,0.00006486547,0.00012102745,0.0007192292,0.001682329,0.94444174,0.00012420311,0.00080890796,0.000025585361],"about_ca_topic_score_codex":0.002069227,"about_ca_topic_score_gemma":0.0030743335,"teacher_disagreement_score":0.002069227,"about_ca_system_score_codex":0.00037491246,"about_ca_system_score_gemma":0.00030212308,"threshold_uncertainty_score":0.0060383677},"labels":[],"label_agreement":null},{"id":"W2017304522","doi":"10.1016/j.wasman.2003.12.006","title":"Long-term behavior of passively aerated compost methanotrophic biofilter columns","year":2004,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compost; Methane; Anaerobic oxidation of methane; Biofilter; Aeration; Chemistry; Environmental chemistry; Ammonium; Environmental engineering; Waste management; Environmental science; Organic chemistry","score_opus":0.013581969656741251,"score_gpt":0.23556534291232414,"score_spread":0.2219833732555829,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017304522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994493,0.0001288922,0.000139787,0.000013499152,0.0000071673153,0.0000027641952,0.00011599807,0.000007292198,0.0001352701],"genre_scores_gemma":[0.9989297,0.000096122836,0.0001354478,0.000015439817,0.0000050638855,0.0000064759492,0.00024107296,0.000004891875,0.0005657915],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998165,0.000020020081,0.0000132147725,0.00004217257,0.000044811626,0.00006335963],"domain_scores_gemma":[0.99960524,0.00010803866,0.00005939081,0.000026764405,0.00012958025,0.00007113792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027161257,0.00027641183,0.0003620148,0.0002365315,0.0004507152,0.0006723333,0.00028084297,0.00042752505,0.0008646873],"category_scores_gemma":[0.0005513022,0.00016821206,0.0003008601,0.00022765684,0.0002559581,0.0005978306,0.00028272328,0.00040014044,0.00022684342],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011698742,0.00025324093,0.009565284,0.000059377322,0.000039315128,0.00010296994,0.00013134509,0.00087202387,0.9825575,0.00004336782,0.00012544767,0.0050802287],"study_design_scores_gemma":[0.000029782545,0.0021712966,0.06896214,0.000019540328,0.00008604946,0.000121792305,0.00047424782,0.0077746813,0.919158,0.00007150221,0.0010947608,0.00003618776],"about_ca_topic_score_codex":0.0033797799,"about_ca_topic_score_gemma":0.0047423067,"teacher_disagreement_score":0.0033797799,"about_ca_system_score_codex":0.0005667104,"about_ca_system_score_gemma":0.00030964398,"threshold_uncertainty_score":0.006720245},"labels":[],"label_agreement":null},{"id":"W2017394170","doi":"10.2495/sdp-v6-n3-312-324","title":"Analysis of the effects of temperature, the amount of nutrient solution and the carbon dioxide concentration on methane biofiltration","year":2011,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Carbon dioxide; Biofilter; Methane; Chemistry; Greenhouse gas; Nutrient; Environmental chemistry; Environmental engineering; Environmental science; Ecology; Organic chemistry","score_opus":0.008163120028176018,"score_gpt":0.2156994098920593,"score_spread":0.20753628986388328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017394170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858,0.00045251596,0.0005077485,0.0000188813,0.00001314898,0.000008189888,0.00016627125,0.000011702476,0.00024170046],"genre_scores_gemma":[0.9968509,0.0007425064,0.0014722056,0.000023421413,0.000005766037,0.000019159108,0.00025268868,0.000012228488,0.0006211268],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997745,0.000038978822,0.000026292319,0.000038522612,0.00008471956,0.000036953323],"domain_scores_gemma":[0.99964607,0.00014972626,0.000060669525,0.000022722192,0.00009404031,0.000026779591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002454226,0.0004007476,0.000497204,0.00017425699,0.0001958763,0.00037931188,0.00019456624,0.00034104963,0.0004734687],"category_scores_gemma":[0.00037261265,0.00017490602,0.0006075285,0.00026832623,0.00017665651,0.0002346872,0.00015795397,0.00035450578,0.00012369356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002497437,0.000044230575,0.0008675631,0.00007752986,0.000012579628,0.000027410584,0.00001604552,0.00029072742,0.996761,0.000006316621,0.000013770163,0.0016330242],"study_design_scores_gemma":[0.000005302677,0.00048094732,0.0110498695,0.0000054219695,0.000037079797,0.00002520987,0.00003343153,0.0011054839,0.98699343,0.0000056483477,0.00024897393,0.000009164826],"about_ca_topic_score_codex":0.002372298,"about_ca_topic_score_gemma":0.0027206994,"teacher_disagreement_score":0.002372298,"about_ca_system_score_codex":0.00029648383,"about_ca_system_score_gemma":0.00022409628,"threshold_uncertainty_score":0.004717052},"labels":[],"label_agreement":null},{"id":"W2018949669","doi":"10.1016/j.geotexmem.2008.05.001","title":"Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner","year":2008,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":96,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetic clay liner; Composite number; Geotechnical engineering; Geotextile; Materials science; Geosynthetics; Composite material; Geology; Soil science","score_opus":0.011192885090462398,"score_gpt":0.1982426417587216,"score_spread":0.1870497566682592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018949669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970944,0.000024785952,0.0010506981,0.00001357692,0.0000049163764,0.00000759655,0.00026822212,0.000081561644,0.0014543216],"genre_scores_gemma":[0.99877053,0.000010018225,0.00042082317,0.000010133359,0.0000015746659,0.0000039580377,0.00017768113,0.000021763271,0.0005835705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995865,0.000034014593,0.000018532257,0.00009510171,0.00018856987,0.00007724875],"domain_scores_gemma":[0.99931145,0.00015918043,0.00011702635,0.00006865631,0.00025378203,0.00009003777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005092337,0.00027982335,0.00025834536,0.0007266412,0.00046764754,0.0006058938,0.00047168529,0.00052590127,0.003441293],"category_scores_gemma":[0.0007161294,0.00022404308,0.0002284751,0.00066533097,0.0005057173,0.0005162083,0.00036887685,0.0005757918,0.00047741493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003890073,0.00047969862,0.038830712,0.00012438731,0.000042982927,0.00063533284,0.0006851326,0.04397837,0.8757471,0.0007692423,0.0012797728,0.03353718],"study_design_scores_gemma":[0.00008961299,0.0005795677,0.318774,0.000021932143,0.00006287864,0.00018786348,0.0006356219,0.08109557,0.5967043,0.00019687887,0.0015398526,0.000111800226],"about_ca_topic_score_codex":0.012695215,"about_ca_topic_score_gemma":0.012650903,"teacher_disagreement_score":0.012695215,"about_ca_system_score_codex":0.00070273876,"about_ca_system_score_gemma":0.00029264094,"threshold_uncertainty_score":0.025242686},"labels":[],"label_agreement":null},{"id":"W2019637338","doi":"10.1061/41165(397)131","title":"Performance of a Waste Cell in Cold Climate Operated As an Anaerobic Landfill Bioreactor","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Bioreactor landfill; Landfill gas; Leachate; Biogas; Waste management; Bioreactor; Municipal solid waste; Environmental science; Compost; Methane; Energy recovery; Greenhouse gas; Environmental engineering; Engineering; Chemistry; Geology","score_opus":0.015207915545557168,"score_gpt":0.20681283913669044,"score_spread":0.19160492359113326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019637338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988501,0.00008331929,0.00060503546,0.000024873205,0.00001047644,0.00000912279,0.00015105387,0.000041081636,0.00022494215],"genre_scores_gemma":[0.9965263,0.00016070766,0.0016211709,0.000021022857,0.0000048554593,0.000014577727,0.00042112474,0.000016010043,0.0012141933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995939,0.000048781207,0.000050450402,0.000075772594,0.00014688382,0.000084252126],"domain_scores_gemma":[0.9998215,0.000031510976,0.000025287229,0.000020192909,0.000058971516,0.000042583313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042847183,0.00044881503,0.00071033486,0.00023227876,0.0005378095,0.0006938239,0.00038182733,0.00048160998,0.00076992187],"category_scores_gemma":[0.00028643486,0.00014001434,0.00037189067,0.00035890937,0.00021694374,0.00040836242,0.00029759845,0.00034987577,0.00050594535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039978174,0.000090333786,0.00081837986,0.000027328788,0.0000062922422,0.000051249644,0.000042506977,0.00044821453,0.99673563,0.000026012458,0.0000351303,0.0013190164],"study_design_scores_gemma":[0.000014119948,0.00060073513,0.0032073169,0.0000029016092,0.000013719237,0.00005462809,0.00007107933,0.0022796192,0.9933343,0.000014098419,0.00039776944,0.000009661015],"about_ca_topic_score_codex":0.0077259513,"about_ca_topic_score_gemma":0.0056623053,"teacher_disagreement_score":0.0077259513,"about_ca_system_score_codex":0.00043153565,"about_ca_system_score_gemma":0.00058774377,"threshold_uncertainty_score":0.015361965},"labels":[],"label_agreement":null},{"id":"W2019767021","doi":"10.1139/t04-108","title":"Self-weight consolidation of mixtures of mine waste rock and tailings","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Hydraulic conductivity; Permeability (electromagnetism); Geology; Drainage; Waste management; Leachate; Waste disposal; Pore water pressure; Environmental science; Mining engineering; Soil water; Engineering; Materials science; Metallurgy; Soil science","score_opus":0.005528514057557507,"score_gpt":0.20046141496268857,"score_spread":0.19493290090513107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019767021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960214,0.000055403045,0.00015102004,0.0000019564106,0.0000014705421,0.0000064694036,0.000017654154,0.0000038953763,0.00016001052],"genre_scores_gemma":[0.9989189,0.000082541716,0.0004335589,0.0000066793305,0.0000022886243,0.000006778177,0.00008522223,0.000004222886,0.00045979454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996772,0.000051040246,0.000027996382,0.00004259516,0.00013082512,0.00007037578],"domain_scores_gemma":[0.99974555,0.000056117922,0.00005496164,0.000020578347,0.00006157115,0.00006124372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019135939,0.000255841,0.00033608451,0.00043753206,0.00021477425,0.00041528215,0.00026544888,0.00019886774,0.0008745793],"category_scores_gemma":[0.00027264337,0.00017749127,0.00025267867,0.00034608197,0.0003153452,0.00040281823,0.0003376804,0.00028316354,0.00012823836],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009791454,0.0002745179,0.0093402285,0.00008289608,0.000044680583,0.000114545706,0.00011780256,0.0012669656,0.9829642,0.00011092636,0.00003755399,0.0046665575],"study_design_scores_gemma":[0.0000329429,0.0039562555,0.027057424,0.000007976767,0.000046513145,0.0001705996,0.00022149585,0.0049288166,0.96302795,0.000046051282,0.0004909294,0.0000130418675],"about_ca_topic_score_codex":0.0039205397,"about_ca_topic_score_gemma":0.008953948,"teacher_disagreement_score":0.0039205397,"about_ca_system_score_codex":0.00036870633,"about_ca_system_score_gemma":0.00029563165,"threshold_uncertainty_score":0.0077953935},"labels":[],"label_agreement":null},{"id":"W2019803892","doi":"10.1520/gtj11135j","title":"Shear Displacement Dependent Strength of Municipal Solid Waste and Its Major Constituent","year":2001,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Cohesion (chemistry); Direct shear test; Geotechnical engineering; Shear (geology); Municipal solid waste; Shear strength (soil); Triaxial shear test; Materials science; Geology; Soil water; Engineering; Composite material; Soil science; Waste management; Chemistry","score_opus":0.028637319939254172,"score_gpt":0.2726334247303473,"score_spread":0.24399610479109313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019803892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962405,0.0009803391,0.0010599816,0.000011711736,0.000007472893,0.00001030907,0.00046087962,0.000017953962,0.0012108997],"genre_scores_gemma":[0.9971506,0.00045383797,0.00055058085,0.000009315889,0.0000027888616,0.000010447151,0.00050411245,0.000006174792,0.0013122165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996573,0.000055844648,0.000031010164,0.000039676186,0.00016971785,0.00004649103],"domain_scores_gemma":[0.9992975,0.00016416842,0.00017002801,0.000033122113,0.00027778436,0.000057405945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004245273,0.0004223329,0.00030347065,0.00090234564,0.00017341727,0.00032393486,0.00013982833,0.0001935794,0.002076804],"category_scores_gemma":[0.0006566663,0.00017134643,0.00020067976,0.001373743,0.00018335051,0.00023231906,0.00029735343,0.00023833553,0.00045105646],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050258724,0.00004149965,0.01906862,0.00021215998,0.000048576618,0.00013770354,0.00011400737,0.0009906044,0.9679826,0.00010001878,0.000106222986,0.010695412],"study_design_scores_gemma":[0.0000044531585,0.00065101904,0.05397067,0.000022855127,0.000055515116,0.00017592094,0.00021268641,0.00089242234,0.9427631,0.00008828803,0.0011512646,0.000011691807],"about_ca_topic_score_codex":0.0009050433,"about_ca_topic_score_gemma":0.0017163686,"teacher_disagreement_score":0.002076804,"about_ca_system_score_codex":0.00014398858,"about_ca_system_score_gemma":0.00016972686,"threshold_uncertainty_score":0.006947577},"labels":[],"label_agreement":null},{"id":"W2019979093","doi":"10.1177/0734242x06065189","title":"A model to estimate the methane generation rate constant in sanitary landfills using fuzzy synthetic evaluation","year":2006,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Landfill gas; Constant (computer programming); Environmental science; Fuzzy logic; Sensitivity (control systems); Environmental engineering; Soil science; Process engineering; Computer science; Engineering; Chemistry","score_opus":0.07116828528175048,"score_gpt":0.3637862091560235,"score_spread":0.292617923874273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019979093","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32036597,0.00020632263,0.66849154,0.0002806962,0.000028949418,0.00011959386,0.00036762367,0.00039642173,0.009742898],"genre_scores_gemma":[0.98059744,0.00006238158,0.017918695,0.000011371997,0.0000038560793,0.0000872494,0.00009622151,0.000013418208,0.0012093781],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996613,0.00011353601,0.000017526145,0.00007373064,0.00009053892,0.000043374854],"domain_scores_gemma":[0.9992005,0.00050482375,0.00008792216,0.000021718723,0.00016226573,0.000022828242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011225657,0.0006590004,0.00056057953,0.0007632145,0.0005383698,0.0010746983,0.0008641594,0.00096953067,0.0012573004],"category_scores_gemma":[0.0019396964,0.00030578126,0.0006464784,0.00047335023,0.00049670116,0.0008390777,0.0004186005,0.00045566002,0.0001278385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017319857,0.0000063642833,0.00037239783,0.00000845964,0.000006042305,0.000017062628,0.000014367405,0.99679947,0.0003076956,0.0009793016,0.000032818047,0.0014386465],"study_design_scores_gemma":[0.0000028618897,0.0000080427035,0.00010075124,0.0000021149153,0.0000027330225,0.000003768547,0.0000056643535,0.99911743,0.00021467173,0.00046272547,0.00007621018,0.000002954823],"about_ca_topic_score_codex":0.023896342,"about_ca_topic_score_gemma":0.00880573,"teacher_disagreement_score":0.023896342,"about_ca_system_score_codex":0.0016560828,"about_ca_system_score_gemma":0.0013127708,"threshold_uncertainty_score":0.0475145},"labels":[],"label_agreement":null},{"id":"W2020166170","doi":"10.1680/envgeo.14.00009","title":"Gas permeability of partially hydrated geosynthetic clay liner under two stress conditions","year":2014,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Gravimetric analysis; Water content; Permeability (electromagnetism); Geotechnical engineering; Saturation (graph theory); Degree of saturation; Suction; Moisture; Materials science; Clay soil; Bentonite; Composite material; Soil science; Geology; Soil water; Hydraulic conductivity; Chemistry; Thermodynamics","score_opus":0.007993445501498376,"score_gpt":0.2287062416541803,"score_spread":0.2207127961526819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020166170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941206,0.000042019044,0.0002864047,0.000004717595,0.000001407171,0.0000036267493,0.00009570027,0.00002397534,0.00013014021],"genre_scores_gemma":[0.9990804,0.000041090283,0.00038301252,0.000005260313,0.0000010612205,0.000005749589,0.00013744929,0.000009228317,0.00033668109],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998627,0.000015860727,0.000009509709,0.000034274435,0.00004545859,0.000032251937],"domain_scores_gemma":[0.9997545,0.000059388123,0.000074023286,0.000018465784,0.000044458953,0.000049241058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018132593,0.00035462968,0.0002673199,0.000221631,0.00017170739,0.00016618466,0.00022374783,0.00025150622,0.0014550427],"category_scores_gemma":[0.0003215423,0.00015147506,0.00015265723,0.00020836372,0.00034353082,0.00031052053,0.00026140182,0.0002671306,0.00021107093],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012698861,0.000007959908,0.00077940396,0.000025897214,0.0000032283606,0.000082649305,0.000080773774,0.00020602105,0.9979151,0.00001005067,0.000009028715,0.00075299497],"study_design_scores_gemma":[0.000007887129,0.0006185206,0.017481627,0.000006486959,0.000011810144,0.00018443368,0.00019440753,0.0010490156,0.9800733,0.000014203835,0.00034483656,0.000013370311],"about_ca_topic_score_codex":0.0013735822,"about_ca_topic_score_gemma":0.0020405971,"teacher_disagreement_score":0.0014550427,"about_ca_system_score_codex":0.00019019032,"about_ca_system_score_gemma":0.00014266674,"threshold_uncertainty_score":0.0048676133},"labels":[],"label_agreement":null},{"id":"W2020364944","doi":"10.1016/j.jhazmat.2006.02.067","title":"Numerical model to predict settlements coupled with landfill gas pressure in bioreactor landfills","year":2006,"lang":"en","type":"article","venue":"Journal of Hazardous Materials","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Foundation","keywords":"Bioreactor landfill; Landfill gas; Settlement (finance); Municipal solid waste; Waste management; Compressibility; Human settlement; Geotechnical engineering; Environmental science; Biodegradation; Bioreactor; Leachate; Environmental engineering; Engineering; Chemistry","score_opus":0.006820431721605903,"score_gpt":0.21689117260372784,"score_spread":0.21007074088212194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020364944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173877,0.00021620882,0.06980826,0.00041139775,0.000112347945,0.00009206953,0.00034544736,0.00043593236,0.011190643],"genre_scores_gemma":[0.99474084,0.000051357936,0.0032491921,0.000019282475,0.000010737852,0.000040814808,0.000084513806,0.000019643969,0.0017834266],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998166,0.0000443125,0.000012073051,0.000038148246,0.000040466683,0.000048386708],"domain_scores_gemma":[0.9993199,0.00034881252,0.000075875745,0.000039713363,0.00013130097,0.00008446714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041555538,0.000611799,0.00097429025,0.000540818,0.00097366434,0.0011301478,0.0011408231,0.001916647,0.0020218445],"category_scores_gemma":[0.0016706048,0.0005811146,0.00072799454,0.0006979586,0.0010046565,0.00080479804,0.0007850328,0.00089377264,0.00022354122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017388247,0.000022348873,0.00070903875,0.0000043825103,0.0000036239235,0.000027274931,0.0000074281393,0.99794215,0.0004074289,0.0002761314,0.000046266316,0.0005366004],"study_design_scores_gemma":[0.0000026613316,0.0000050004205,0.00009303753,3.9872359e-7,8.7985575e-7,0.0000014286904,0.000003943146,0.9997248,0.00009733972,0.00005216315,0.000017019995,0.0000012955138],"about_ca_topic_score_codex":0.04437463,"about_ca_topic_score_gemma":0.018374857,"teacher_disagreement_score":0.04437463,"about_ca_system_score_codex":0.0016816029,"about_ca_system_score_gemma":0.0015562737,"threshold_uncertainty_score":0.088232696},"labels":[],"label_agreement":null},{"id":"W2020527802","doi":"10.1080/10588330490269903","title":"Diffusion of TCE Through Soil-Bentonite Slurry Walls","year":2004,"lang":"en","type":"article","venue":"Soil and Sediment Contamination An International Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bentonite; Slurry; Diffusion; Geotechnical engineering; Materials science; Environmental science; Geology; Environmental engineering; Thermodynamics; Physics","score_opus":0.010322069044692931,"score_gpt":0.2545065801508383,"score_spread":0.2441845111061454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020527802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970209,0.00022837751,0.002111333,0.000020253501,0.0000054195625,0.000016955179,0.000064376116,0.000018551784,0.00051366986],"genre_scores_gemma":[0.99422014,0.00041115275,0.0038364332,0.000011158541,0.0000019980955,0.000014404354,0.00017345142,0.000009156558,0.0013220871],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998566,0.000018643177,0.000010448284,0.000041684074,0.000036150046,0.00003645252],"domain_scores_gemma":[0.9997967,0.00007783461,0.000039002556,0.000016010983,0.00004296349,0.000027622422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020076991,0.00041059227,0.00034510923,0.00014524731,0.00030349783,0.000644265,0.00028493136,0.000269792,0.00056837185],"category_scores_gemma":[0.00038394512,0.00023189881,0.0001992593,0.00016048168,0.00022228768,0.00044848464,0.00041306557,0.00043041675,0.00019706979],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009516035,0.000011045603,0.0005142851,0.000040224706,0.0000040346167,0.0000424213,0.000031248677,0.00031062576,0.99786586,0.00006860016,0.000007964465,0.0010085556],"study_design_scores_gemma":[0.000022828784,0.0003260691,0.0010760374,0.000008954472,0.00001176372,0.00007649045,0.00007181441,0.0034609246,0.9941732,0.000040760602,0.00072298286,0.00000814804],"about_ca_topic_score_codex":0.0069716843,"about_ca_topic_score_gemma":0.006002318,"teacher_disagreement_score":0.0069716843,"about_ca_system_score_codex":0.0003863121,"about_ca_system_score_gemma":0.00044804838,"threshold_uncertainty_score":0.013862193},"labels":[],"label_agreement":null},{"id":"W2020896602","doi":"10.1016/j.wasman.2008.08.018","title":"Effects of gas and moisture on modeling of bioreactor landfill settlement","year":2008,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Bioreactor landfill; Settlement (finance); Municipal solid waste; Landfill gas; Moisture; Biodegradation; Environmental science; Bioreactor; Waste management; Environmental engineering; Water content; Geotechnical engineering; Engineering; Chemistry","score_opus":0.008016094698897117,"score_gpt":0.1912495600736692,"score_spread":0.1832334653747721,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020896602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9825661,0.00013836949,0.009026078,0.00021166464,0.00003272436,0.000047524612,0.00034549908,0.00014159842,0.007490571],"genre_scores_gemma":[0.99717075,0.00004657808,0.0013368697,0.000025165506,0.0000055599353,0.00001819394,0.00007016774,0.000029774683,0.0012969093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996902,0.00012182509,0.000015509268,0.000055890127,0.00003576436,0.00008086985],"domain_scores_gemma":[0.9986644,0.0009677765,0.00009021594,0.000059918108,0.00013968494,0.00007801681],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00094002584,0.00074386195,0.00082964613,0.0004827904,0.000848276,0.0012796957,0.0011476923,0.002089464,0.002964714],"category_scores_gemma":[0.0025048687,0.00053900987,0.0010064198,0.0005256372,0.0007986028,0.0011423946,0.0005793941,0.00079124566,0.00025177325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000790781,0.00003977696,0.0020293952,0.000011333957,0.0000075621065,0.000044460143,0.0000179276,0.9952825,0.0011901585,0.00034052238,0.00006550212,0.00089182885],"study_design_scores_gemma":[0.00001374669,0.000032799137,0.0006942614,0.0000029677294,0.0000074917148,0.0000052497035,0.000029893588,0.9976941,0.0013067678,0.00011804767,0.00008780887,0.0000068444565],"about_ca_topic_score_codex":0.06060347,"about_ca_topic_score_gemma":0.025417482,"teacher_disagreement_score":0.06060347,"about_ca_system_score_codex":0.0017430874,"about_ca_system_score_gemma":0.0010219597,"threshold_uncertainty_score":0.12050146},"labels":[],"label_agreement":null},{"id":"W2021857791","doi":"10.1016/j.polymdegradstab.2014.06.013","title":"Effect of aging on the stress crack resistance of an HDPE geomembrane","year":2014,"lang":"en","type":"article","venue":"Polymer Degradation and Stability","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Research and Innovation Foundation; Killam Trusts; Ministry of Environment; Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science","keywords":"Geomembrane; Lamellar structure; Materials science; Ultimate tensile strength; High-density polyethylene; Annealing (glass); Composite material; Polyethylene; Leachate; Chemistry; Environmental chemistry","score_opus":0.009389020071653143,"score_gpt":0.23222543578525745,"score_spread":0.2228364157136043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021857791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995239,0.00014251568,0.00015515718,0.000007641577,0.0000068078143,0.0000022111415,0.00004434429,0.000005089208,0.000112515125],"genre_scores_gemma":[0.99943596,0.00007701072,0.00013073956,0.000008696088,0.000002459891,0.0000021816675,0.00003762248,0.0000028982581,0.00030241083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998287,0.00003066914,0.000019139543,0.000036707377,0.000037773727,0.000046936424],"domain_scores_gemma":[0.99943286,0.00019374656,0.000112204434,0.0000604438,0.00016416216,0.00003654063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045295313,0.0002293208,0.00023215654,0.000173058,0.00019335508,0.00022148374,0.00014796694,0.00036824896,0.0014136261],"category_scores_gemma":[0.00085193006,0.00013486746,0.0002488742,0.00016605493,0.00022817444,0.00046978096,0.00015882948,0.0002921166,0.00014727285],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015898996,0.000109632885,0.0031083676,0.000066898596,0.000026575603,0.0001764203,0.00017058002,0.0010182575,0.98739326,0.000083668,0.00006130752,0.006195121],"study_design_scores_gemma":[0.000008338588,0.0011570372,0.007305656,0.0000060139805,0.000027523049,0.000053120413,0.000075300515,0.0018328098,0.98913294,0.000019546269,0.00037314033,0.000008593443],"about_ca_topic_score_codex":0.0008259231,"about_ca_topic_score_gemma":0.0007838069,"teacher_disagreement_score":0.0014136261,"about_ca_system_score_codex":0.00022149093,"about_ca_system_score_gemma":0.00014916583,"threshold_uncertainty_score":0.0047290325},"labels":[],"label_agreement":null},{"id":"W2022458040","doi":"10.1021/es101210k","title":"Calculator Tool for Determining Greenhouse Gas Emissions for Biosolids Processing and End Use","year":2010,"lang":"en","type":"article","venue":"Environmental Science & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":151,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Biosolids; Greenhouse gas; Environmental science; Waste management; Calculator; Environmental engineering; Combustion; Engineering; Chemistry; Computer science; Ecology","score_opus":0.011145547536996139,"score_gpt":0.2524295592836391,"score_spread":0.24128401174664293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022458040","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019502753,0.0005048678,0.7682771,0.00024210704,0.00012425313,0.00084532186,0.05026953,0.13988289,0.020351209],"genre_scores_gemma":[0.15181604,0.0007907288,0.7687403,0.00027804615,0.000030710406,0.00374384,0.050454028,0.009584842,0.014561495],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99927026,0.00013876097,0.000066751105,0.00011828639,0.00035350994,0.000052411633],"domain_scores_gemma":[0.99800533,0.0009960422,0.00017281155,0.00016224857,0.00062006,0.000043484673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016247536,0.0016193026,0.00093535235,0.0024147148,0.00049211946,0.0012465311,0.0021291047,0.00074683316,0.020622872],"category_scores_gemma":[0.0047618616,0.0008151706,0.0011148099,0.0024446994,0.00027354478,0.0014664626,0.0008757334,0.00087960955,0.004729161],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067693583,0.0004538798,0.023510117,0.0028880364,0.0005195368,0.00060732354,0.00038625931,0.28153554,0.018470136,0.033208646,0.2563702,0.3813734],"study_design_scores_gemma":[0.00031035763,0.00019724974,0.005697623,0.00022054273,0.00016986986,0.00029311527,0.00015082367,0.69340634,0.044619765,0.017574249,0.23714532,0.00021476472],"about_ca_topic_score_codex":0.015406105,"about_ca_topic_score_gemma":0.017519379,"teacher_disagreement_score":0.020622872,"about_ca_system_score_codex":0.001335654,"about_ca_system_score_gemma":0.002575978,"threshold_uncertainty_score":0.06899041},"labels":[],"label_agreement":null},{"id":"W2022639282","doi":"10.1109/cimsa.2011.6059929","title":"Application of fuzzy logic in modern landfills","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Government of Ontario","keywords":"Fuzzy logic; Leachate; Identification (biology); Computer science; Municipal solid waste; Phase (matter); Engineering; Waste management; Artificial intelligence; Ecology","score_opus":0.02217221484232982,"score_gpt":0.22265976155581357,"score_spread":0.20048754671348376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022639282","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.044775754,0.0011863849,0.9393617,0.0004963962,0.00007489178,0.00005556941,0.000049371596,0.00022801866,0.013771917],"genre_scores_gemma":[0.7964676,0.0009329608,0.19931714,0.00015166348,0.0000680349,0.00005181388,0.000041025774,0.000011529035,0.0029581634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994117,0.00019574563,0.00004375985,0.000081401886,0.00021981655,0.00004767023],"domain_scores_gemma":[0.9996723,0.00018441452,0.000041000214,0.000023985265,0.00006608897,0.000012178486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009778761,0.00029104715,0.00032657056,0.00064229453,0.0005796672,0.0010070048,0.0005030775,0.0008387739,0.0009873911],"category_scores_gemma":[0.0010939759,0.00021794139,0.0005942853,0.00051583746,0.0010620422,0.0007737671,0.00049992517,0.00056807045,0.00014814355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023699805,0.00015060302,0.0023122744,0.00025651592,0.00006673836,0.0014636053,0.0006036924,0.59457034,0.02135037,0.22838499,0.0010628507,0.14954104],"study_design_scores_gemma":[0.000026812293,0.000120031036,0.0005629501,0.000050377097,0.000028866134,0.00022187496,0.00012444882,0.8924393,0.0073888996,0.091298565,0.0077049737,0.000032976666],"about_ca_topic_score_codex":0.005694675,"about_ca_topic_score_gemma":0.003674851,"teacher_disagreement_score":0.005694675,"about_ca_system_score_codex":0.0011237502,"about_ca_system_score_gemma":0.0007566646,"threshold_uncertainty_score":0.011323094},"labels":[],"label_agreement":null},{"id":"W2022905514","doi":"10.1680/gein.14.00009","title":"Performance of three GCLs used for covering gold mine tailings for 4 years under field and laboratory exposure conditions","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geotextile; Bentonite; Tailings; Geosynthetics; Hydraulic conductivity; Geotechnical engineering; Clogging; Materials science; Geology; Composite material; Soil water; Metallurgy; Archaeology; Soil science","score_opus":0.010573608891010128,"score_gpt":0.23650053707670532,"score_spread":0.22592692818569518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022905514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99957365,0.000044191554,0.00016255544,0.0000054724774,0.0000022565532,0.000019284294,0.00007437875,0.000011424019,0.00010685391],"genre_scores_gemma":[0.99682117,0.00010224978,0.001679996,0.00001931731,0.0000026131145,0.000029580675,0.00025940553,0.000012063461,0.0010736],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995901,0.00005336273,0.000030980325,0.00011167066,0.00014517811,0.00006876721],"domain_scores_gemma":[0.99941146,0.000091938025,0.000115195544,0.00005065069,0.0002320087,0.000098738165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004094681,0.0005258532,0.0004034102,0.0003540203,0.0004424287,0.00040449636,0.00059510436,0.00055090245,0.00087742147],"category_scores_gemma":[0.0006209817,0.00022609114,0.0003459776,0.00024647595,0.00034861156,0.000256432,0.00042469468,0.00030354355,0.00027111275],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004588815,0.00008816857,0.005361756,0.00007404012,0.000021149926,0.00006998628,0.00014221865,0.00036569647,0.9908222,0.0000061349133,0.000024161667,0.0025655963],"study_design_scores_gemma":[0.000020491612,0.0067820083,0.042483296,0.000010911239,0.00005478393,0.000109565095,0.00037844718,0.0010752601,0.9482441,0.000007551532,0.0008121329,0.000021544112],"about_ca_topic_score_codex":0.018265702,"about_ca_topic_score_gemma":0.048364647,"teacher_disagreement_score":0.018265702,"about_ca_system_score_codex":0.0010946159,"about_ca_system_score_gemma":0.0005023068,"threshold_uncertainty_score":0.03631878},"labels":[],"label_agreement":null},{"id":"W2026783386","doi":"10.1139/t07-009","title":"Sorption and diffusion of volatile organic compounds through two thermally treated drill mud wastes","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sorption; Leachate; Waste management; Environmental science; Municipal solid waste; Sorbent; Environmental engineering; Adsorption; Chemistry; Engineering","score_opus":0.008901419898825685,"score_gpt":0.21991705408359757,"score_spread":0.2110156341847719,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026783386","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995548,0.000047710895,0.00016948424,0.000008864566,0.0000013071993,0.0000071793875,0.000027602102,0.0000036465344,0.00017929224],"genre_scores_gemma":[0.9985538,0.00013134592,0.0005831673,0.00000736924,0.0000011061205,0.000010002839,0.0000477156,0.000002354118,0.0006631599],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984217,0.000021135056,0.0000110736555,0.000028213863,0.000054697965,0.000042642754],"domain_scores_gemma":[0.9998927,0.00003326492,0.000023845892,0.000006650529,0.00002423204,0.000019299614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013392042,0.0002851303,0.00029292316,0.0002708283,0.00035559738,0.00039437631,0.00024127097,0.00026548607,0.00048702655],"category_scores_gemma":[0.00029924695,0.00016008416,0.00021605488,0.00018270931,0.000304267,0.0002295393,0.00024306664,0.00027596025,0.00012536094],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025696523,0.000050543942,0.0028703117,0.00007690665,0.000008233935,0.00015634423,0.00018632978,0.00088173075,0.9930722,0.00008169231,0.00003472867,0.0023239052],"study_design_scores_gemma":[0.00005693357,0.0012964753,0.036701128,0.000013388772,0.000026760452,0.00030334917,0.000548391,0.0057682097,0.9543178,0.000060672035,0.0008758585,0.000031101932],"about_ca_topic_score_codex":0.058269612,"about_ca_topic_score_gemma":0.052226953,"teacher_disagreement_score":0.058269612,"about_ca_system_score_codex":0.00094744755,"about_ca_system_score_gemma":0.00062885595,"threshold_uncertainty_score":0.11586088},"labels":[],"label_agreement":null},{"id":"W2027359618","doi":"10.1680/gein.8.0184","title":"Liquid Flow Through Composite Liners due to Geomembrane Defects: Nonuniform Hydraulic Transmissivity at the Liner Interface","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetics; Composite number; Flow (mathematics); Geotechnical engineering; Mechanics; Volumetric flow rate; Liquid flow; Materials science; Hydraulic head; Geology; Composite material; Physics","score_opus":0.01119847369587474,"score_gpt":0.2509487275417479,"score_spread":0.23975025384587317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027359618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8172849,0.00029608604,0.18097372,0.0000824259,0.000014057554,0.000043551743,0.00006843338,0.00029225554,0.0009445405],"genre_scores_gemma":[0.9924189,0.00013613496,0.0069542043,0.000007938028,0.0000046066907,0.000012789312,0.000026178974,0.000011092499,0.00042810812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996939,0.00007363634,0.000017247141,0.0000732727,0.000097045486,0.000044994198],"domain_scores_gemma":[0.9975182,0.0014578286,0.00065400824,0.000111467896,0.00021091574,0.000047575646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009872816,0.0004479683,0.00048162375,0.0009037671,0.00023956096,0.001149743,0.0004869298,0.0008197751,0.0006618655],"category_scores_gemma":[0.003449525,0.00029339493,0.00039672607,0.00056189444,0.0010472848,0.0014650438,0.0005899995,0.00032616855,0.00010569028],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001243678,0.00012115795,0.02599102,0.00032508327,0.000043408345,0.0012745778,0.00031301702,0.5581168,0.36135784,0.0047153,0.00021785221,0.046280224],"study_design_scores_gemma":[0.00006470848,0.00024229134,0.005453076,0.000015246033,0.000030312667,0.00032432447,0.00017732737,0.84801364,0.14398584,0.0012856324,0.00035985053,0.00004760991],"about_ca_topic_score_codex":0.0015098642,"about_ca_topic_score_gemma":0.00086039095,"teacher_disagreement_score":0.0015098642,"about_ca_system_score_codex":0.0009664771,"about_ca_system_score_gemma":0.00024165868,"threshold_uncertainty_score":0.0070123076},"labels":[],"label_agreement":null},{"id":"W2028041867","doi":"10.2136/sssaj2008.0161","title":"Diversity and Dynamics of Methanotrophs within an Experimental Landfill Cover Soil","year":2009,"lang":"en","type":"article","venue":"Soil Science Society of America Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; BIOCAP Canada","keywords":"Methanotroph; Species evenness; Ecology; Community structure; Soil water; Species diversity; Temperature gradient gel electrophoresis; Biology; Microbial population biology; Environmental science; Anaerobic oxidation of methane; Methane; Bacteria","score_opus":0.011633517057351415,"score_gpt":0.2456949253026815,"score_spread":0.2340614082453301,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028041867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996673,0.000010764738,0.000056931076,0.0000037668474,0.0000011357794,0.000029435403,0.00013894762,0.0000028767256,0.00008873832],"genre_scores_gemma":[0.9968957,0.00005061226,0.001007874,0.000032995864,0.0000052098217,0.0001619614,0.0009669921,0.000005882084,0.0008727639],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995585,0.000040870513,0.000022457818,0.00012706559,0.00009810892,0.00015302439],"domain_scores_gemma":[0.9994062,0.00007931386,0.00009570144,0.000049667346,0.00016717281,0.00020199378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034756045,0.0005705922,0.000461192,0.00049134606,0.0011252353,0.00056642474,0.00061715534,0.00042265616,0.0006984058],"category_scores_gemma":[0.00031905298,0.00025662716,0.00032815005,0.00050400215,0.00079171715,0.0002067879,0.00035768977,0.00044731228,0.00013961131],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0052603227,0.0018289386,0.11675626,0.00008547491,0.00007098192,0.000334383,0.0011263998,0.000648202,0.86887974,0.00004969487,0.00009734015,0.004862283],"study_design_scores_gemma":[0.00015602299,0.00946575,0.8678971,0.000009595439,0.00008447116,0.00015468689,0.0008981829,0.0021279696,0.118212946,0.000036852987,0.0009201999,0.00003624529],"about_ca_topic_score_codex":0.1671538,"about_ca_topic_score_gemma":0.3090408,"teacher_disagreement_score":0.1671538,"about_ca_system_score_codex":0.0030835615,"about_ca_system_score_gemma":0.0020390947,"threshold_uncertainty_score":0.3323617},"labels":[],"label_agreement":null},{"id":"W2029640396","doi":"10.1002/jctb.3811","title":"Methane treatment in biotrickling filters packed with inert materials in presence of a non‐ionic surfactant","year":2012,"lang":"en","type":"article","venue":"Journal of Chemical Technology & Biotechnology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de Recherche et de Développement en Agroenvironnement; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Biofilter; Chemistry; Pulmonary surfactant; Bioreactor; Solubility; Chemical engineering; Packed bed; Carbon dioxide; Biomass (ecology); Chromatography; Environmental engineering; Organic chemistry; Environmental science; Ecology; Biochemistry","score_opus":0.008582547630399463,"score_gpt":0.24001472374011315,"score_spread":0.2314321761097137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029640396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99936205,0.0002572684,0.00019486964,0.000006866159,0.0000048877146,0.0000034422771,0.00003853614,0.0000069197595,0.00012526166],"genre_scores_gemma":[0.9982805,0.0002811664,0.0008695107,0.000010471505,0.0000031523848,0.000006479485,0.00013219239,0.000007925585,0.00040864391],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997652,0.000034346544,0.000025839392,0.000042403102,0.00008275319,0.000049404527],"domain_scores_gemma":[0.99973077,0.00008380126,0.00007663059,0.000018607918,0.000057560675,0.000032616856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025649238,0.0004179657,0.00032237536,0.00027479793,0.00023397246,0.00044606632,0.00024679388,0.0003366858,0.00042174174],"category_scores_gemma":[0.00031959853,0.00019462506,0.0003556179,0.00025479376,0.00020970126,0.00029693046,0.00021592905,0.00028639528,0.00015966357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015996952,0.00002538088,0.0006162671,0.000039045135,0.000011647884,0.000026478561,0.000023862463,0.000098479475,0.99835336,0.000007235868,0.0000079522015,0.0006303675],"study_design_scores_gemma":[0.0000050218296,0.00027242486,0.0033770436,0.000004671843,0.000017627803,0.00002639238,0.000021790218,0.00034476866,0.9957722,0.0000033699318,0.00015135032,0.0000032242617],"about_ca_topic_score_codex":0.0032736186,"about_ca_topic_score_gemma":0.003824869,"teacher_disagreement_score":0.0032736186,"about_ca_system_score_codex":0.00038442764,"about_ca_system_score_gemma":0.00031301993,"threshold_uncertainty_score":0.006509125},"labels":[],"label_agreement":null},{"id":"W2030393831","doi":"10.1139/t06-097","title":"Measurement of unsaturated soil – geomembrane interface shear-strength parameters","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geomembrane; Shearing (physics); Geotechnical engineering; Direct shear test; Shear stress; Shear (geology); Pore water pressure; Materials science; Suction; Geology; Composite material; Engineering","score_opus":0.015672219709746263,"score_gpt":0.2251730828027678,"score_spread":0.20950086309302152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030393831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941354,0.000108696084,0.004637731,0.000007841486,0.0000034783407,0.000024784502,0.00031740774,0.00003279282,0.00073194236],"genre_scores_gemma":[0.9941351,0.00017502323,0.004642316,0.000015877771,0.0000029077949,0.000050048155,0.0002915064,0.000007145385,0.0006801451],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973434,0.00002365872,0.000017722079,0.000035632544,0.0001459937,0.00004265089],"domain_scores_gemma":[0.9995937,0.000060663053,0.00008922233,0.00001907512,0.00018348885,0.000053880278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034512798,0.0002888437,0.00023604285,0.000535203,0.00023942259,0.00022528938,0.0001992063,0.00018817959,0.0013842019],"category_scores_gemma":[0.00047396997,0.00012151941,0.00012625408,0.00046744943,0.0002609347,0.00024154305,0.00033665885,0.00030930317,0.00022200342],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012414457,0.00003491238,0.013639569,0.00005396872,0.000008489974,0.00004446875,0.00012533764,0.00015682048,0.98047835,0.00005530195,0.00003979552,0.005238811],"study_design_scores_gemma":[0.000013270685,0.0005626229,0.11923028,0.000008030606,0.000021732156,0.00012997357,0.00029282368,0.0009928367,0.8776598,0.00006682648,0.0010056512,0.00001614721],"about_ca_topic_score_codex":0.0025854474,"about_ca_topic_score_gemma":0.0079557225,"teacher_disagreement_score":0.0025854474,"about_ca_system_score_codex":0.00026526165,"about_ca_system_score_gemma":0.00035272483,"threshold_uncertainty_score":0.005140841},"labels":[],"label_agreement":null},{"id":"W2030592521","doi":"10.1139/l05-111","title":"A laboratory evaluation of errors associated with the determination of landfill gas emissions","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flux (metallurgy); Environmental science; Landfill gas; Environmental engineering; Nuclear engineering; Waste management; Engineering; Materials science; Municipal solid waste","score_opus":0.007645201632684272,"score_gpt":0.19352009703121245,"score_spread":0.18587489539852817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030592521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88886553,0.0009763575,0.10694097,0.00014685398,0.00014274832,0.00026223555,0.00041734127,0.0006701105,0.0015778438],"genre_scores_gemma":[0.9603859,0.00036265256,0.037488203,0.00006980847,0.000032164626,0.00018635877,0.00033012146,0.00007653474,0.0010682076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99175984,0.0026126248,0.00045878952,0.00094249647,0.003990163,0.00023602128],"domain_scores_gemma":[0.9743406,0.01393646,0.0020994567,0.0025602912,0.0069102487,0.00015293715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005137132,0.0008908211,0.00056687085,0.001077613,0.0007544093,0.000692513,0.0009586602,0.0007512988,0.00073817],"category_scores_gemma":[0.023035333,0.00030598597,0.00046615012,0.0008607182,0.0008149597,0.000527401,0.0006366874,0.00038770871,0.00028897455],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038345174,0.0012419814,0.095721886,0.0007113484,0.00032268892,0.0007518148,0.0011117331,0.029267663,0.7415076,0.0014720536,0.00093515497,0.12312149],"study_design_scores_gemma":[0.00007089511,0.0036461568,0.026714409,0.000059431204,0.0001826369,0.000883452,0.0002924129,0.023354186,0.94165266,0.0004396316,0.002589574,0.0001145337],"about_ca_topic_score_codex":0.002734633,"about_ca_topic_score_gemma":0.0023519984,"teacher_disagreement_score":0.005137132,"about_ca_system_score_codex":0.0010577,"about_ca_system_score_gemma":0.00071367493,"threshold_uncertainty_score":0.027168095},"labels":[],"label_agreement":null},{"id":"W2031463369","doi":"10.1061/(asce)ee.1943-7870.0000716","title":"Modeling of Leachate Collection Systems with Filter Separators in Municipal Solid Waste Landfills","year":2013,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Drainage; Clogging; Service life; Geotextile; Municipal solid waste; Environmental science; Waste management; Separator (oil production); Environmental engineering; Geotechnical engineering; Engineering; Materials science; Composite material","score_opus":0.00632320666398113,"score_gpt":0.1872069265984506,"score_spread":0.18088371993446947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031463369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9419284,0.00024135744,0.047402307,0.00026372197,0.0000283467,0.00016751954,0.0006716213,0.0003062267,0.008990617],"genre_scores_gemma":[0.9875657,0.00019862615,0.0066690305,0.000038602575,0.0000049083005,0.0002076956,0.00027906362,0.000039717084,0.0049965335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997527,0.00006143023,0.00001659527,0.00004267185,0.00005685021,0.000069788446],"domain_scores_gemma":[0.99942553,0.000322302,0.00008289914,0.000025167072,0.0001006346,0.00004342769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004710482,0.000779975,0.0010617949,0.00060547725,0.0010110168,0.0010724717,0.001067471,0.0018935754,0.0016711408],"category_scores_gemma":[0.0011185741,0.0005508675,0.0011624967,0.00063592417,0.00085885765,0.0009329666,0.0006172186,0.0006424017,0.00023790324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026244094,0.00001791331,0.00077855075,0.000013778442,0.000006167809,0.00003321883,0.000018625971,0.99747545,0.0008717479,0.00028110365,0.000029721556,0.0004474349],"study_design_scores_gemma":[0.00000903065,0.0000318188,0.0002682248,0.0000032087244,0.0000056464582,0.000007514512,0.000024818984,0.99873644,0.00059494714,0.00017437416,0.0001389462,0.000004992757],"about_ca_topic_score_codex":0.045249335,"about_ca_topic_score_gemma":0.020076163,"teacher_disagreement_score":0.045249335,"about_ca_system_score_codex":0.0028196846,"about_ca_system_score_gemma":0.0017245854,"threshold_uncertainty_score":0.0899719},"labels":[],"label_agreement":null},{"id":"W2032984843","doi":"10.1680/gein.12.00030","title":"A comparison of geomembrane wrinkles for nine field cases","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Wrinkle; High-density polyethylene; Geosynthetics; Geosynthetic clay liner; Geotechnical engineering; Materials science; Subgrade; Geotextile; Polyethylene; Geology; Composite material; Soil science; Soil water","score_opus":0.04053219524300639,"score_gpt":0.3500925577386846,"score_spread":0.3095603624956782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032984843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988938,0.000028946908,0.00051419146,0.0000021669266,0.0000021385706,0.00002439388,0.000100288926,0.000024594092,0.00040955807],"genre_scores_gemma":[0.9984469,0.00002943319,0.00080842414,0.0000023242023,0.0000016249675,0.0000177115,0.00033477138,0.000006562129,0.00035216886],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99949896,0.000047339803,0.00005647238,0.00016868673,0.00015304096,0.0000755426],"domain_scores_gemma":[0.9980565,0.00060488,0.00038863425,0.00019441267,0.0005970808,0.00015855127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061637384,0.0004143171,0.0002380135,0.0015627303,0.0006771078,0.00035989354,0.0003502365,0.0005143245,0.0017261164],"category_scores_gemma":[0.001118687,0.00022936409,0.0004224513,0.0005101755,0.0004192135,0.00037967038,0.0003153449,0.0001732928,0.00028694436],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003249972,0.001155064,0.60919756,0.000548586,0.0002318589,0.0041078343,0.0022762332,0.0055581327,0.30312505,0.00012583105,0.0005789592,0.06984487],"study_design_scores_gemma":[0.000048684724,0.0020280378,0.90496314,0.000023049468,0.00013696366,0.002277509,0.0019475085,0.0033260393,0.083174,0.00007077022,0.0019626224,0.000041635656],"about_ca_topic_score_codex":0.0022647271,"about_ca_topic_score_gemma":0.00872107,"teacher_disagreement_score":0.0022647271,"about_ca_system_score_codex":0.00051458983,"about_ca_system_score_gemma":0.00017471767,"threshold_uncertainty_score":0.0057744384},"labels":[],"label_agreement":null},{"id":"W2033067666","doi":"10.1063/1.4826191","title":"Study on optimization model of energy collection efficiency and its power generation benefit evaluation of landfill gas","year":2013,"lang":"en","type":"article","venue":"Journal of Renewable and Sustainable Energy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Landfill gas; Biogas; Electricity generation; Environmental science; Waste management; Environmental engineering; Efficient energy use; Engineering; Power (physics); Petroleum engineering; Process engineering; Municipal solid waste","score_opus":0.016676644506675768,"score_gpt":0.23125795171268584,"score_spread":0.21458130720601007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033067666","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46068367,0.0010470045,0.51037467,0.00065095664,0.000048952283,0.000233445,0.0002882177,0.00039862483,0.02627455],"genre_scores_gemma":[0.9897138,0.00016874656,0.0068933903,0.000026608479,0.0000063140797,0.00010305516,0.00007469888,0.000032444106,0.0029809538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996176,0.00013807064,0.0000127393605,0.00006895877,0.00008314945,0.00007949878],"domain_scores_gemma":[0.9996418,0.00020660479,0.000034422406,0.000015518013,0.00008641249,0.0000152550665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010948004,0.0009839925,0.0010809952,0.00040240693,0.000447386,0.0012691711,0.0006662088,0.0010488135,0.0012726475],"category_scores_gemma":[0.0013032176,0.0005032586,0.0010714557,0.00045866013,0.0005040077,0.0008258723,0.0004933122,0.00089448737,0.00012421742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021445068,0.000016658614,0.00032637347,0.000019030467,0.000009417549,0.000024191493,0.000011002032,0.9969999,0.0006001902,0.00081103947,0.00008208905,0.0010785207],"study_design_scores_gemma":[0.0000026519497,0.00001177372,0.000103625396,0.0000013565154,0.000004198277,0.0000022739382,0.0000053419544,0.99942636,0.00026025073,0.00012510271,0.000055269982,0.0000018490831],"about_ca_topic_score_codex":0.024842726,"about_ca_topic_score_gemma":0.009685357,"teacher_disagreement_score":0.024842726,"about_ca_system_score_codex":0.0014401863,"about_ca_system_score_gemma":0.0016531219,"threshold_uncertainty_score":0.049396276},"labels":[],"label_agreement":null},{"id":"W2033442713","doi":"10.1081/ese-200026264","title":"Copper Adsorption with Pb and Cd in Sand-Bentonite Liners Under Various pHs. Part I. Effect on Total Adsorption","year":2004,"lang":"en","type":"article","venue":"Journal of Environmental Science and Health Part A","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bentonite; Leachate; Adsorption; Cadmium; Chemistry; Copper; Metal; Cation-exchange capacity; Nuclear chemistry; Environmental chemistry; Chemical engineering; Geology; Soil water","score_opus":0.01481358612732864,"score_gpt":0.27160415404064187,"score_spread":0.25679056791331323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033442713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983423,0.00035787703,0.0007219428,0.000017669576,0.00000790935,0.000014944635,0.00010159697,0.000022548214,0.00041322946],"genre_scores_gemma":[0.9953951,0.00045751152,0.0016623031,0.00002455036,0.000005946992,0.000019554858,0.0002346548,0.000013105317,0.0021872243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954885,0.00009446359,0.000032875032,0.000121922116,0.000109512715,0.000092332644],"domain_scores_gemma":[0.99973136,0.00008634296,0.000046943405,0.000020053822,0.00008097744,0.00003429992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031909163,0.0005520996,0.0003624344,0.0001774784,0.00024455367,0.0004084142,0.00033525744,0.00035064796,0.0007461819],"category_scores_gemma":[0.00043250015,0.00034466354,0.00036266528,0.0002179127,0.00019894759,0.0002562775,0.0003071943,0.00037453257,0.0003132301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025531495,0.000026501211,0.0007219113,0.000059694125,0.000020380083,0.000018284833,0.00004554983,0.00017285511,0.99735665,0.000011651013,0.000015637639,0.0012955883],"study_design_scores_gemma":[0.0000109230605,0.0006031065,0.0059635136,0.0000055064,0.000027874268,0.000031570806,0.000067381756,0.0012922144,0.99155843,0.000011429184,0.00041818563,0.000010001412],"about_ca_topic_score_codex":0.011377541,"about_ca_topic_score_gemma":0.011651429,"teacher_disagreement_score":0.011377541,"about_ca_system_score_codex":0.00044327465,"about_ca_system_score_gemma":0.00031620622,"threshold_uncertainty_score":0.022622645},"labels":[],"label_agreement":null},{"id":"W2033795987","doi":"10.1007/s10661-007-9706-2","title":"Solid waste characteristics and their relationship to gas production in tropical landfill","year":2007,"lang":"en","type":"article","venue":"Environmental Monitoring and Assessment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Municipal solid waste; Landfill gas; Environmental science; Methane; Biodegradation; Waste management; Mixed waste; Food waste; Environmental engineering; Environmental chemistry; Chemistry; Radioactive waste","score_opus":0.016882032057072893,"score_gpt":0.2874605674655131,"score_spread":0.2705785354084402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033795987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99970955,0.000029706081,0.000042885695,0.0000034174716,1.7939651e-7,0.0000013618651,0.000062089704,9.671097e-7,0.00014984861],"genre_scores_gemma":[0.99962497,0.000065011285,0.000049798415,0.0000020362297,6.1754645e-7,0.0000020335344,0.00008817015,0.0000013280348,0.00016594502],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998479,0.000031641965,0.000013473366,0.000019488582,0.000034988872,0.000052498475],"domain_scores_gemma":[0.99916923,0.00027019455,0.0003494879,0.00002281547,0.00012229448,0.00006594437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032249614,0.00020316025,0.00018539112,0.000746302,0.0003524139,0.0006060832,0.00020798124,0.00021151274,0.00090415555],"category_scores_gemma":[0.0006987782,0.0001415622,0.00026298847,0.0013752439,0.00040372703,0.00050255057,0.0002763773,0.00018009686,0.0001448059],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023559844,0.00019247027,0.9015286,0.000092847804,0.00009052528,0.0004588434,0.0008131929,0.0040162005,0.08310314,0.00029834922,0.00007422987,0.0069756396],"study_design_scores_gemma":[0.0000071961294,0.0005808076,0.9377763,0.00000642169,0.00005055402,0.00035445343,0.0017650533,0.0024844164,0.05640029,0.00012617833,0.00043572375,0.000012546839],"about_ca_topic_score_codex":0.013328045,"about_ca_topic_score_gemma":0.016751504,"teacher_disagreement_score":0.013328045,"about_ca_system_score_codex":0.0007179326,"about_ca_system_score_gemma":0.00045381294,"threshold_uncertainty_score":0.02650094},"labels":[],"label_agreement":null},{"id":"W2033938367","doi":"10.1016/j.advwatres.2013.05.008","title":"Migration of volatile organic contaminations (VOCs) through a deforming clay liner","year":2013,"lang":"en","type":"article","venue":"Advances in Water Resources","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Consolidation (business); Moisture; Volatile organic compound; Isothermal process; Environmental science; Capillary action; Pressure gradient; Pore water pressure; Capillary pressure; Environmental chemistry; Geotechnical engineering; Materials science; Soil science; Chemistry; Porous medium; Geology; Porosity; Composite material; Thermodynamics","score_opus":0.005097031059275297,"score_gpt":0.22013131796467492,"score_spread":0.2150342869053996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033938367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983885,0.000012495079,0.0010088473,0.0000155145,0.000004493319,0.0000065844315,0.000039138933,0.00003195932,0.000492546],"genre_scores_gemma":[0.99823666,0.0000138235455,0.000805286,0.0000055915757,0.0000011258227,0.0000017966884,0.00004242412,0.0000034017141,0.00088988646],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998709,0.000008028852,0.0000053585636,0.0000507394,0.000033777076,0.000031195585],"domain_scores_gemma":[0.99989176,0.00001536604,0.00003064388,0.0000147180235,0.000022023725,0.000025471336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010132966,0.00021620469,0.00015276352,0.00023475457,0.0003645734,0.00067430007,0.00035205847,0.00038913355,0.0011791538],"category_scores_gemma":[0.00018393429,0.000091481525,0.00019443882,0.00016009562,0.0002760768,0.0003464448,0.00040352673,0.00022957326,0.0002869274],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026413318,0.00007443024,0.011082229,0.000023813669,0.000014130663,0.00027198542,0.00011759297,0.0045863455,0.976639,0.000201573,0.0000954672,0.006629393],"study_design_scores_gemma":[0.000066029745,0.0018838065,0.04838094,0.000010416422,0.00004468861,0.0004139571,0.001025632,0.10449496,0.8405833,0.00019365603,0.0028451006,0.000057510937],"about_ca_topic_score_codex":0.0061742,"about_ca_topic_score_gemma":0.0044675376,"teacher_disagreement_score":0.0061742,"about_ca_system_score_codex":0.0003510629,"about_ca_system_score_gemma":0.000271457,"threshold_uncertainty_score":0.01227653},"labels":[],"label_agreement":null},{"id":"W2034022534","doi":"10.1061/(asce)1090-025x(2001)5:4(225)","title":"Numerical Model for Biological Oxidation and Migration of Methane in Soils","year":2001,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Soil water; Anaerobic oxidation of methane; Environmental science; Greenhouse gas; Soil science; Moisture; Water content; Limiting; Flux (metallurgy); Environmental chemistry; Environmental engineering; Chemistry; Geology; Geotechnical engineering","score_opus":0.02056991735378571,"score_gpt":0.27082705607385865,"score_spread":0.25025713872007294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034022534","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2046306,0.0010898786,0.72355896,0.0016584293,0.0003766735,0.00042246512,0.0038866217,0.0016645694,0.06271182],"genre_scores_gemma":[0.86798704,0.0008413339,0.09691228,0.0002699243,0.00010209395,0.0014121903,0.0018219865,0.00018678114,0.030466324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.00004501891,0.000016768072,0.000042178857,0.000059388705,0.000034307945],"domain_scores_gemma":[0.9994454,0.0002590404,0.000069303926,0.000034417386,0.00015019941,0.000041586853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039543398,0.0006226446,0.00062986993,0.00055738183,0.00081096514,0.0010944261,0.0014830825,0.0020450202,0.0044387816],"category_scores_gemma":[0.0020218194,0.0003974123,0.00074746046,0.00077016215,0.0008156652,0.0009321163,0.0009219294,0.000922442,0.000769986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014315803,0.000014687642,0.00040696436,0.00002248818,0.000005180392,0.00003789725,0.000017670647,0.99247324,0.0010973796,0.0045143315,0.00023623521,0.0011595353],"study_design_scores_gemma":[0.000008389317,0.0000047909375,0.000068559995,0.0000024342653,0.00000165707,0.0000060039974,0.0000048055485,0.99829406,0.00014380587,0.000954537,0.00050819217,0.0000026912194],"about_ca_topic_score_codex":0.021984903,"about_ca_topic_score_gemma":0.0072033266,"teacher_disagreement_score":0.021984903,"about_ca_system_score_codex":0.0014387642,"about_ca_system_score_gemma":0.0014974503,"threshold_uncertainty_score":0.043713868},"labels":[],"label_agreement":null},{"id":"W2034755965","doi":"10.1034/j.1399-3070.2000.00138.x","title":"The effects of moisture inputs on landfill gas production and composition and leachate characteristics at the Vancouver Landfill Site at Burns Bog","year":2000,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Environmental science; Landfill gas; Moisture; Precipitation; Methane; Municipal solid waste; Environmental engineering; Infiltration (HVAC); Hydrology (agriculture); Waste management; Chemistry; Geology; Geotechnical engineering; Engineering","score_opus":0.007540357438729387,"score_gpt":0.23963750813209864,"score_spread":0.23209715069336925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034755965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99976426,0.000007875663,0.000022759603,0.0000036851711,2.626215e-7,0.0000025651968,0.00005234616,0.0000020858502,0.00014425105],"genre_scores_gemma":[0.9994842,0.000025111465,0.00007772246,0.000005242803,6.3628744e-7,0.000003619071,0.00011566298,0.0000021395,0.00028576565],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999818,0.000026594245,0.000009506102,0.000028936634,0.00006472471,0.00005225919],"domain_scores_gemma":[0.9996985,0.0000899777,0.000056729335,0.000010214548,0.00006137327,0.00008323116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017964355,0.00022405504,0.00021154582,0.0003109782,0.00052143296,0.0005866541,0.00019278238,0.00020166973,0.0007180051],"category_scores_gemma":[0.00038553932,0.00022839777,0.00021183264,0.00032955242,0.00031766866,0.00014555176,0.00033924743,0.00028091713,0.00012274431],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001865077,0.00028346595,0.68215704,0.000080202146,0.00009631429,0.0006441066,0.00081362703,0.0027288294,0.2984363,0.000044351687,0.0001350032,0.012715639],"study_design_scores_gemma":[0.000008370005,0.00031357422,0.98166037,0.0000028423892,0.000019566827,0.000051933606,0.00045932084,0.0009116514,0.01640027,0.000012087477,0.00015291061,0.0000071426725],"about_ca_topic_score_codex":0.1647234,"about_ca_topic_score_gemma":0.40811214,"teacher_disagreement_score":0.8352766,"about_ca_system_score_codex":0.0013560234,"about_ca_system_score_gemma":0.0008006064,"threshold_uncertainty_score":0.3275292},"labels":[],"label_agreement":null},{"id":"W2034870727","doi":"10.1016/j.sandf.2014.04.019","title":"Membrane behavior of bentonite-amended compacted clay","year":2014,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":106,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Japan Society for the Promotion of Science; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Bentonite; Hydraulic conductivity; Membrane; Geosynthetic clay liner; Shrinkage; Montmorillonite; Materials science; Semipermeable membrane; Geotechnical engineering; Chemical engineering; Permeability (electromagnetism); Chemistry; Composite material; Geology; Soil science; Soil water; Engineering","score_opus":0.015649576482084007,"score_gpt":0.2558596905463593,"score_spread":0.2402101140642753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034870727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994436,0.00008584459,0.00014809957,0.000009272162,0.00000388905,0.000002864517,0.00007421236,0.0000040203768,0.00022820287],"genre_scores_gemma":[0.9992142,0.00007171943,0.000112186615,0.0000051703673,9.50748e-7,0.00000215237,0.00008625172,0.000001787518,0.00050558033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997739,0.00002817201,0.000015619953,0.00004571147,0.00006324103,0.00007328493],"domain_scores_gemma":[0.99973446,0.00006876547,0.000040632844,0.000016588701,0.00010179357,0.000037747985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022861671,0.00023148768,0.00023853828,0.00017615358,0.0002247262,0.00033913218,0.00022511714,0.0004054692,0.0010472488],"category_scores_gemma":[0.00053260307,0.00013104179,0.00021782212,0.00022208726,0.00021513106,0.00033300373,0.00021449145,0.0003481081,0.00019494227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007082871,0.000053576456,0.002355855,0.00006488472,0.000018205641,0.00009298502,0.00012159311,0.00093161647,0.9934236,0.00007516796,0.000042990072,0.0021112007],"study_design_scores_gemma":[0.00001892353,0.0007774038,0.01775913,0.000013021876,0.00002786767,0.00008386002,0.00041167508,0.0047741053,0.9752197,0.000041407242,0.0008528012,0.000019921996],"about_ca_topic_score_codex":0.009453434,"about_ca_topic_score_gemma":0.008093439,"teacher_disagreement_score":0.009453434,"about_ca_system_score_codex":0.00045189756,"about_ca_system_score_gemma":0.00029580196,"threshold_uncertainty_score":0.018796861},"labels":[],"label_agreement":null},{"id":"W2035149594","doi":"10.1007/s11705-015-1501-y","title":"Treatment of landfill waste, leachate and landfill gas: A review","year":2015,"lang":"en","type":"review","venue":"Frontiers of Chemical Science and Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":133,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Leachate; Waste management; Landfill gas; Environmental science; Bioreactor landfill; Anaerobic digestion; Municipal solid waste; Environmental engineering; Chemistry; Methane; Engineering","score_opus":0.017783320971494678,"score_gpt":0.24914408266246985,"score_spread":0.23136076169097516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035149594","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00022879585,0.9992446,0.000093041985,0.000056697576,0.000055735632,0.0000046327023,0.000023250383,0.0000028416537,0.00029047087],"genre_scores_gemma":[0.0008510477,0.99865854,0.00016593991,0.000054416945,0.00004229594,0.000003768692,0.00002588585,7.695118e-7,0.00019725181],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996574,0.0000398262,0.00006349471,0.00007126161,0.00013462882,0.00003331518],"domain_scores_gemma":[0.99958974,0.00017450433,0.00011032332,0.000009833169,0.000091413276,0.000024178396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007444924,0.001242483,0.0022284077,0.0033734688,0.00032070527,0.0012510206,0.00094841706,0.0011573293,0.0026531606],"category_scores_gemma":[0.00077198626,0.00043495672,0.0009766304,0.0043679196,0.00041541536,0.0014092596,0.00080796,0.0007829936,0.00073187397],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015426219,0.00017630422,0.00042009103,0.10903079,0.00034388577,0.00027340432,0.00011806168,0.0010114722,0.007752964,0.0020510636,0.013252529,0.8654152],"study_design_scores_gemma":[0.00003597484,0.00030401675,0.0017470989,0.008494748,0.0009238954,0.0012026734,0.00023559005,0.00025065805,0.003564022,0.0013711482,0.9818122,0.000058033846],"about_ca_topic_score_codex":0.001928261,"about_ca_topic_score_gemma":0.004066009,"teacher_disagreement_score":0.0033734688,"about_ca_system_score_codex":0.00049804855,"about_ca_system_score_gemma":0.0017239255,"threshold_uncertainty_score":0.008875668},"labels":[],"label_agreement":null},{"id":"W2035506197","doi":"10.1007/s10666-009-9217-3","title":"A Comprehensive Numerical Model Simulating Gas, Heat, and Moisture Transport in Sanitary Landfills and Methane Oxidation in Final Covers","year":2010,"lang":"en","type":"article","venue":"Environmental Modeling & Assessment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Landfill gas; Methane; Environmental science; Moisture; Gas composition; Carbon dioxide; Waste management; Environmental engineering; Methane gas; Permeability (electromagnetism); Flux (metallurgy); Greenhouse gas; Biogas; Chemistry; Engineering; Geology; Thermodynamics","score_opus":0.016734362122742787,"score_gpt":0.2658182291698734,"score_spread":0.24908386704713062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035506197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9557991,0.00012115082,0.026245033,0.00025333578,0.000049591585,0.0001066228,0.0013862441,0.00048289457,0.015556031],"genre_scores_gemma":[0.99090225,0.00008554567,0.0049161487,0.000029329862,0.000013870416,0.00007708679,0.0006023658,0.00004964421,0.0033238388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999798,0.00003497992,0.000011139523,0.000046019584,0.000046711983,0.0000632598],"domain_scores_gemma":[0.9996432,0.0001545983,0.00003832394,0.00003558356,0.00006896448,0.00005924564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003189955,0.00073276303,0.0012221118,0.0005406412,0.0012298739,0.001259738,0.0012507471,0.0018777034,0.0022906577],"category_scores_gemma":[0.00088688976,0.000566483,0.0008528478,0.0009856344,0.0009396367,0.0009827605,0.0006895465,0.0006820766,0.00024628264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000150525575,0.000026427586,0.00066149194,0.000004354009,0.0000047694866,0.000023505787,0.000009873902,0.9979444,0.0003450907,0.00041188192,0.00006553335,0.0004875538],"study_design_scores_gemma":[0.000014543122,0.000016344367,0.00037547754,0.0000013825527,0.000005352938,0.0000045329743,0.000015695992,0.99896693,0.0002659355,0.00018377,0.00014506395,0.000005093615],"about_ca_topic_score_codex":0.07762109,"about_ca_topic_score_gemma":0.04255907,"teacher_disagreement_score":0.07762109,"about_ca_system_score_codex":0.0019277527,"about_ca_system_score_gemma":0.0024881149,"threshold_uncertainty_score":0.1543386},"labels":[],"label_agreement":null},{"id":"W2035925543","doi":"10.1680/gein.2010.17.3.157","title":"Anisotropy and directional shrinkage of geosynthetic clay liners","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Stantec (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment; Ontario Centres of Excellence; Ontario Innovation Trust","keywords":"Shrinkage; Materials science; Geotextile; Composite material; Bentonite; Geotechnical engineering; Geosynthetics; Wetting; Geosynthetic clay liner; Geology; Hydraulic conductivity; Soil science; Soil water","score_opus":0.004001958534737635,"score_gpt":0.2199834115656985,"score_spread":0.21598145303096086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035925543","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991755,0.000034702076,0.00051483413,0.0000025172185,0.0000014830885,0.0000048812494,0.00003744,0.000018801164,0.0002098795],"genre_scores_gemma":[0.99873346,0.000024113973,0.0006373811,0.0000049130404,0.0000011491173,0.000007010162,0.000072678034,0.000016472823,0.00050273613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997528,0.000023487153,0.000016581665,0.000061006504,0.000110377834,0.000035706136],"domain_scores_gemma":[0.99944,0.00011317234,0.00021912433,0.00006426448,0.000095693824,0.000067701236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027421195,0.00033890153,0.00018563594,0.0002508852,0.00014450065,0.00022306027,0.00020964329,0.00019761849,0.0014525668],"category_scores_gemma":[0.000530961,0.00018771541,0.00017634468,0.00016681176,0.0003374162,0.00018278912,0.0002355835,0.00030784783,0.00019262417],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089084955,0.000016491542,0.0008634764,0.000018992587,0.000003826652,0.000036840815,0.00004874363,0.0003342128,0.99738663,0.0000111349445,0.00000848852,0.0011820588],"study_design_scores_gemma":[0.000015448539,0.0006483378,0.029221399,0.000005347198,0.00001240816,0.0001641963,0.000089923684,0.0018403447,0.9675129,0.000016665268,0.0004596198,0.000013365198],"about_ca_topic_score_codex":0.0006658743,"about_ca_topic_score_gemma":0.0017600106,"teacher_disagreement_score":0.0014525668,"about_ca_system_score_codex":0.00019247399,"about_ca_system_score_gemma":0.000086798595,"threshold_uncertainty_score":0.0048593283},"labels":[],"label_agreement":null},{"id":"W2036178107","doi":"10.1061/(asce)cr.1943-5495.0000095","title":"Geotechnical Response of Compost Biocover Columns under Freeze-Thaw Conditions","year":2015,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Hydraulic conductivity; Thermal conductivity; Water content; Compressibility; Compost; Atterberg limits; Moisture; Geology; Environmental science; Materials science; Soil science; Soil water; Composite material; Engineering; Waste management","score_opus":0.0185203283165109,"score_gpt":0.2370742559058045,"score_spread":0.2185539275892936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036178107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913764,0.00014822645,0.00033866434,0.0000074910013,0.0000057567768,0.000008627263,0.00013410556,0.000008788799,0.00021072853],"genre_scores_gemma":[0.99842995,0.00019113343,0.0006382839,0.000031900807,0.000004295964,0.000018592695,0.0002457122,0.0000068512813,0.00043325988],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99987257,0.000012123352,0.000009378802,0.000029066214,0.00003704467,0.000039782717],"domain_scores_gemma":[0.9998276,0.000037097594,0.000050823794,0.000012794983,0.00004535095,0.00002633751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017378623,0.0002971236,0.00030561452,0.00011507638,0.00022583798,0.00032277545,0.000112105314,0.00021824977,0.0008959434],"category_scores_gemma":[0.00021108524,0.00012810613,0.0002438247,0.00013273643,0.00020638922,0.00022739325,0.00016117116,0.0003445676,0.00011348418],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018670833,0.000033621716,0.0017658689,0.000039939307,0.000008494669,0.00004474279,0.000038410533,0.00025277855,0.9963612,0.000009923852,0.000017556367,0.0012407725],"study_design_scores_gemma":[0.000006291467,0.000778064,0.021621853,0.000009479785,0.000019414247,0.000050878985,0.00015741933,0.0009819783,0.9758799,0.000017661017,0.00046765854,0.000009488667],"about_ca_topic_score_codex":0.0012912786,"about_ca_topic_score_gemma":0.002700963,"teacher_disagreement_score":0.0012912786,"about_ca_system_score_codex":0.00021537508,"about_ca_system_score_gemma":0.00017258455,"threshold_uncertainty_score":0.0029972196},"labels":[],"label_agreement":null},{"id":"W2036830375","doi":"10.1061/41095(365)297","title":"Hydraulic Aspects of the Design of a Passive Methane Oxidation Biocover","year":2010,"lang":"en","type":"article","venue":"GeoFlorida 2010","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Rotary Foundation","keywords":"Methane; Hydraulic conductivity; Saturation (graph theory); Water content; Degree of saturation; Anaerobic oxidation of methane; Reliability (semiconductor); Moisture; Environmental science; Oxidation process; Soil science; Materials science; Environmental engineering; Soil water; Chemistry; Geotechnical engineering; Engineering; Chemical engineering; Composite material; Thermodynamics; Mathematics","score_opus":0.010672007661097728,"score_gpt":0.2115764873102035,"score_spread":0.2009044796491058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036830375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85483146,0.00040044796,0.13614294,0.00032464045,0.000044282977,0.00010708619,0.0001871041,0.00070011406,0.007261861],"genre_scores_gemma":[0.99340326,0.0000853642,0.005644075,0.000015459838,0.000006203229,0.000025884086,0.00003446487,0.0000113670085,0.0007739904],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987435,0.00001311816,0.0000062273493,0.000030962135,0.000041290776,0.00003411758],"domain_scores_gemma":[0.9998684,0.00001777022,0.000027585073,0.0000127222065,0.000046271965,0.00002728513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019680522,0.00026887606,0.00021721238,0.00017440642,0.00025655914,0.00053464266,0.00053240964,0.00032577696,0.0006357924],"category_scores_gemma":[0.0002520055,0.00013060568,0.00010865493,0.00011140179,0.0002949414,0.00033569688,0.000278943,0.0001834075,0.00019979427],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033591912,0.0002160459,0.0042982823,0.00020191672,0.000017551756,0.00028681298,0.00006836375,0.09397677,0.8477975,0.0028851924,0.0005484474,0.049367085],"study_design_scores_gemma":[0.00008342465,0.002309209,0.010413262,0.000022062413,0.000056423458,0.00033410528,0.00016638257,0.46690902,0.50262576,0.0011614937,0.015871875,0.000047016274],"about_ca_topic_score_codex":0.0014415543,"about_ca_topic_score_gemma":0.0014701785,"teacher_disagreement_score":0.0014415543,"about_ca_system_score_codex":0.00049661694,"about_ca_system_score_gemma":0.00040798011,"threshold_uncertainty_score":0.0036031604},"labels":[],"label_agreement":null},{"id":"W2037222722","doi":"10.1061/40970(309)25","title":"Estimation of the Mechanical Properties of MSW during Degradation in a Laboratory Compression Cell","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Municipal solid waste; Degradation (telecommunications); Environmental science; Waste management; Closure (psychology); Compression (physics); Materials science; Computer science; Engineering; Composite material","score_opus":0.012767124996117773,"score_gpt":0.19648051159273577,"score_spread":0.183713386596618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037222722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99410015,0.00040245694,0.0040177125,0.00003823105,0.00001074137,0.00005792211,0.000541422,0.00004913756,0.0007821812],"genre_scores_gemma":[0.99349856,0.0006832464,0.0036948742,0.000021281468,0.0000150959895,0.00009480263,0.0008485411,0.0000175005,0.0011262111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995665,0.000041385472,0.000025058984,0.00007590778,0.00023686136,0.000054309003],"domain_scores_gemma":[0.9994987,0.00017921261,0.00008501001,0.000044760145,0.00014020929,0.00005212048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044809195,0.00044545703,0.0004087022,0.00054346654,0.0004506123,0.00043610192,0.00048148353,0.0005182896,0.0011081753],"category_scores_gemma":[0.0007040758,0.00015137008,0.00029520525,0.0010795057,0.00042091293,0.0004906768,0.0002648111,0.0007214988,0.00034567722],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000110074056,0.000094954135,0.0038760258,0.000042982596,0.000007233887,0.00005187351,0.00013471632,0.00043534968,0.99092895,0.000047529138,0.00004282049,0.0042274725],"study_design_scores_gemma":[0.0000068706977,0.0006535546,0.020227997,0.00000791863,0.000022106264,0.00006116776,0.00026251073,0.0060399906,0.9719248,0.00005607976,0.00072259374,0.000014411445],"about_ca_topic_score_codex":0.0039135814,"about_ca_topic_score_gemma":0.00528587,"teacher_disagreement_score":0.0039135814,"about_ca_system_score_codex":0.0003584305,"about_ca_system_score_gemma":0.00030365065,"threshold_uncertainty_score":0.007781625},"labels":[],"label_agreement":null},{"id":"W2038781005","doi":"10.1016/j.wasman.2014.08.007","title":"Hydraulic performance of Compacted Clay Liners (CCLs) under combined temperature and leachate exposures","year":2014,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Hydraulic conductivity; Permeation; Viscosity; Volume (thermodynamics); Geotechnical engineering; Chemistry; Environmental engineering; Materials science; Soil water; Environmental science; Soil science; Composite material; Environmental chemistry; Geology; Membrane; Thermodynamics","score_opus":0.006348759479838797,"score_gpt":0.19365318233296405,"score_spread":0.18730442285312526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038781005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996195,0.000035494628,0.0001311177,0.0000056348103,0.000002037703,0.0000021578578,0.00008851069,0.000014941623,0.00010054083],"genre_scores_gemma":[0.9992587,0.00002836935,0.00010310374,0.0000051626157,0.0000012215447,0.0000027637575,0.00012189056,0.0000043609493,0.0004744907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996191,0.00004260885,0.000038137663,0.0000737985,0.0001302829,0.000096013486],"domain_scores_gemma":[0.99933004,0.00013269407,0.00016955829,0.000045878664,0.00022451345,0.000097278644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003830167,0.00021359735,0.00028326776,0.00030958935,0.00023536618,0.0004360637,0.00031061613,0.00036701828,0.0020983007],"category_scores_gemma":[0.0006916935,0.00012440329,0.00025178673,0.00034850574,0.0002921311,0.0004132974,0.00030460863,0.00021394016,0.00029738236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002456594,0.00008556086,0.0056711095,0.000089591114,0.00002866914,0.00009419777,0.00016920561,0.0027415196,0.9839511,0.000052904197,0.00010979529,0.004549819],"study_design_scores_gemma":[0.000025979465,0.0023441212,0.02089661,0.000008428829,0.000041508458,0.00007283627,0.0003578681,0.004672889,0.97088796,0.000021872771,0.0006420185,0.00002790392],"about_ca_topic_score_codex":0.0043534087,"about_ca_topic_score_gemma":0.004818429,"teacher_disagreement_score":0.0043534087,"about_ca_system_score_codex":0.0003888054,"about_ca_system_score_gemma":0.0002985963,"threshold_uncertainty_score":0.008656144},"labels":[],"label_agreement":null},{"id":"W2039868104","doi":"10.1016/j.wasman.2007.11.007","title":"Waste settlement in bioreactor landfill models","year":2008,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Settlement (finance); Biodegradation; Municipal solid waste; Bioreactor landfill; Bioreactor; Waste management; Environmental science; Anaerobic exercise; Leachate; Environmental engineering; Chemistry; Engineering; Biology","score_opus":0.020235191798989752,"score_gpt":0.20931005188632765,"score_spread":0.1890748600873379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039868104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9645422,0.00030948935,0.015720494,0.00044692022,0.000026992686,0.00010799762,0.0008365267,0.000079099606,0.017930243],"genre_scores_gemma":[0.9903741,0.00015088989,0.0026287134,0.00004117314,0.0000108329305,0.000086465516,0.00031850336,0.000031139138,0.006358251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995128,0.00024067987,0.000019190327,0.00006626232,0.000048895734,0.0001122087],"domain_scores_gemma":[0.9979243,0.0014331819,0.00021873422,0.00009732949,0.00022146186,0.000104860184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013391746,0.00080745586,0.0012313466,0.00084383873,0.0008004771,0.0015887846,0.001477682,0.0020733331,0.0045852675],"category_scores_gemma":[0.0035153616,0.0005220745,0.0012389673,0.0009492285,0.000765718,0.0015873384,0.00071330776,0.00075880456,0.0003366768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018692717,0.00016013814,0.001737907,0.000046562745,0.000023941351,0.00008400996,0.000052283445,0.98683304,0.00078763993,0.007894496,0.00034842087,0.0018445688],"study_design_scores_gemma":[0.000037054746,0.00007212878,0.00040337924,0.0000067906885,0.000018537245,0.000009836,0.00007001089,0.9957248,0.0007071975,0.0026657176,0.00027451938,0.00001012049],"about_ca_topic_score_codex":0.037130725,"about_ca_topic_score_gemma":0.028426304,"teacher_disagreement_score":0.037130725,"about_ca_system_score_codex":0.002442499,"about_ca_system_score_gemma":0.0015720108,"threshold_uncertainty_score":0.073829174},"labels":[],"label_agreement":null},{"id":"W2040221032","doi":"10.2136/sssaj2001.651126x","title":"Effects of Oxygen on Denitrification Inhibition, Repression, and Derepression in Soil Columns","year":2001,"lang":"en","type":"article","venue":"Soil Science Society of America Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agriculture and Agri-Food Canada; University of Windsor","funders":"","keywords":"Derepression; Denitrifying bacteria; Denitrification; Anaerobic exercise; Anoxic waters; Chemistry; Oxygen; Aerobic denitrification; Psychological repression; Animal science; Environmental chemistry; Nitrogen; Biochemistry; Biology","score_opus":0.0064682755542825425,"score_gpt":0.23724948555472328,"score_spread":0.23078121000044075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040221032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99851936,0.000494118,0.00038919476,0.00003257538,0.000008151677,0.000008584118,0.00016169032,0.000011566416,0.0003748792],"genre_scores_gemma":[0.9969849,0.00055574207,0.0011842981,0.00007180374,0.000008356946,0.000025859408,0.00037057634,0.00001622035,0.0007822804],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99975365,0.0000461087,0.000019783465,0.00006655629,0.000049864524,0.00006403745],"domain_scores_gemma":[0.9996117,0.0001173612,0.00010793895,0.000026580034,0.00006180491,0.00007464664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020458101,0.00046982864,0.00033777152,0.000117132266,0.00015570523,0.00045548606,0.00024073743,0.0002031839,0.00037355375],"category_scores_gemma":[0.00039746097,0.00016599827,0.00014407758,0.00014958745,0.00023489492,0.00021079842,0.00029177227,0.00037238645,0.00008271189],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030004475,0.000026121606,0.0014752194,0.00004076829,0.000008763772,0.00002147375,0.000037459387,0.00012687319,0.9967229,0.000012544213,0.000016758677,0.0012111198],"study_design_scores_gemma":[0.000019203431,0.0011224542,0.03572722,0.00001616405,0.000027574382,0.00005357621,0.00015694031,0.0015960108,0.95995563,0.000048976453,0.0012610863,0.00001517017],"about_ca_topic_score_codex":0.006976664,"about_ca_topic_score_gemma":0.009734128,"teacher_disagreement_score":0.006976664,"about_ca_system_score_codex":0.0004143815,"about_ca_system_score_gemma":0.00046403188,"threshold_uncertainty_score":0.013872087},"labels":[],"label_agreement":null},{"id":"W2041141705","doi":"10.1016/j.chemosphere.2013.09.120","title":"Evaluation of the efficiency of an experimental biocover to reduce BTEX emissions from landfill biogas","year":2013,"lang":"en","type":"article","venue":"Chemosphere","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"BTEX; Biogas; Xylene; Ethylbenzene; Environmental science; Waste management; Methane; Benzene; Environmental chemistry; Toluene; Landfill gas; Environmental engineering; Chemistry; Pulp and paper industry","score_opus":0.02114412704986925,"score_gpt":0.2752965030516797,"score_spread":0.25415237600181045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041141705","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994313,0.00003900206,0.00024545813,0.000011561523,0.000004840569,0.000012865759,0.00007100924,0.000008127219,0.00017568654],"genre_scores_gemma":[0.99864215,0.0000807578,0.0006672204,0.00001357809,0.0000023409286,0.000018818584,0.00011217459,0.0000051354987,0.0004577729],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997856,0.000044381122,0.000022507264,0.000040239032,0.00006261964,0.000044735818],"domain_scores_gemma":[0.99971575,0.0000708326,0.000048436996,0.00004592089,0.000088698114,0.000030403133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004287703,0.00041386476,0.000308014,0.00014946652,0.00040194247,0.0003245686,0.0004076687,0.0004091624,0.0010659127],"category_scores_gemma":[0.0004935304,0.00013236722,0.00031968724,0.00025663793,0.00031576998,0.00033557625,0.00016053402,0.00029544206,0.00011385889],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002129538,0.0010870104,0.0011487886,0.000078899946,0.000026879809,0.000035703713,0.00003208963,0.000846646,0.9905233,0.00007155736,0.000046576544,0.003972993],"study_design_scores_gemma":[0.000047541675,0.003021126,0.0020383461,0.0000020427235,0.00002808136,0.000019301086,0.000025123882,0.0008636546,0.9936918,0.0000120251425,0.00024765378,0.0000034164193],"about_ca_topic_score_codex":0.0034430989,"about_ca_topic_score_gemma":0.0036798164,"teacher_disagreement_score":0.0034430989,"about_ca_system_score_codex":0.00043602442,"about_ca_system_score_gemma":0.00041003487,"threshold_uncertainty_score":0.00684613},"labels":[],"label_agreement":null},{"id":"W2041585609","doi":"10.1139/t08-076","title":"Modelling landfill leachate-induced clogging of field-scale test cells (mesocosms)","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization; Queen's University","funders":"","keywords":"Clogging; Leachate; Hydraulic conductivity; Mesocosm; Geotechnical engineering; Environmental science; Effluent; Environmental engineering; Drainage; Chemical oxygen demand; Hydraulics; Soil science; Hydrology (agriculture); Geology; Waste management; Engineering; Soil water; Wastewater; Chemistry; Ecology","score_opus":0.019947596434501527,"score_gpt":0.20853475990558512,"score_spread":0.1885871634710836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041585609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951381,0.000028002763,0.0039186426,0.000030688072,0.000003848631,0.000043972766,0.00025848174,0.000061981744,0.0005163562],"genre_scores_gemma":[0.9966691,0.00004459301,0.0025907045,0.000010680908,8.7062506e-7,0.000062663035,0.00016175311,0.000006833396,0.00045291748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998549,0.00002158954,0.000008854104,0.000048770544,0.00002574391,0.000040182647],"domain_scores_gemma":[0.99966276,0.00016061496,0.000050681305,0.000028684219,0.000059778944,0.000037492493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036818368,0.00045397133,0.00051069143,0.00023334422,0.00044483706,0.0006498242,0.00053210754,0.00077120354,0.0006381773],"category_scores_gemma":[0.0005941273,0.00028672366,0.0005377011,0.00034725954,0.00044966725,0.00043461187,0.00034318925,0.0005274794,0.00008031101],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014631797,0.00012635285,0.015526217,0.00004250379,0.000015883052,0.000093811905,0.000058500544,0.9536088,0.02794733,0.00029099637,0.0001000033,0.0020431299],"study_design_scores_gemma":[0.000031803796,0.00011983608,0.0038894918,0.0000017650798,0.0000069356493,0.000009114339,0.00005123266,0.98519415,0.010438214,0.000111208545,0.00013815651,0.000008060093],"about_ca_topic_score_codex":0.09869715,"about_ca_topic_score_gemma":0.06572818,"teacher_disagreement_score":0.09869715,"about_ca_system_score_codex":0.002806086,"about_ca_system_score_gemma":0.001516519,"threshold_uncertainty_score":0.19624537},"labels":[],"label_agreement":null},{"id":"W2042229979","doi":"10.1115/ipc2010-31451","title":"Simulation of Long Term Pipe Exposure to Disbondment With an Advance Permeable Coating Model (PCM3.0)","year":2010,"lang":"en","type":"article","venue":"2010 8th International Pipeline Conference, Volume 1","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada); Nova Chemicals (Canada)","funders":"","keywords":"Coating; Carbonate; Saturation (graph theory); Environmental science; Materials science; Chemistry; Chemical engineering; Environmental engineering; Composite material; Metallurgy; Engineering; Mathematics","score_opus":0.01744099693123286,"score_gpt":0.268822682777854,"score_spread":0.25138168584662113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042229979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97525316,0.00014455924,0.010548092,0.0003362528,0.000063994645,0.000056506164,0.0017439957,0.0002425219,0.011610938],"genre_scores_gemma":[0.993999,0.000083810446,0.0027843814,0.000039526814,0.0000062783124,0.000055852,0.00086089084,0.00002981112,0.0021404307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987566,0.000025596772,0.0000066656676,0.000023696499,0.000025284187,0.000043127195],"domain_scores_gemma":[0.9994727,0.0002540673,0.00005467973,0.000025971744,0.00011086483,0.0000817873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030217637,0.0006785978,0.00064919126,0.00039787043,0.0004893151,0.00069861877,0.000815425,0.0016982412,0.0033533643],"category_scores_gemma":[0.0009182435,0.00034098478,0.0008695136,0.0004621725,0.00049809174,0.0004546148,0.0005398201,0.0009630765,0.00023813655],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006501253,0.000041382453,0.002115898,0.0000209975,0.0000113465585,0.000079342426,0.000023378632,0.99514115,0.0011590986,0.00039089238,0.00023936934,0.00071215315],"study_design_scores_gemma":[0.000015159125,0.000038685233,0.0007672669,0.0000027853634,0.0000059341687,0.0000070498495,0.000024045443,0.9983923,0.0004143664,0.00013776038,0.00018852843,0.000005994347],"about_ca_topic_score_codex":0.033683844,"about_ca_topic_score_gemma":0.014124738,"teacher_disagreement_score":0.033683844,"about_ca_system_score_codex":0.0008049169,"about_ca_system_score_gemma":0.00090341887,"threshold_uncertainty_score":0.066975534},"labels":[],"label_agreement":null},{"id":"W2042569753","doi":"10.1007/s11157-006-9114-z","title":"Elimination of methane generated from landfills by biofiltration: a review","year":2007,"lang":"en","type":"review","venue":"Reviews in Environmental Science and Bio/Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":148,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biofilter; Methane; Biogas; Environmental science; Landfill gas; Waste management; Moisture; Nutrient; Biodegradation; Environmental engineering; Environmental chemistry; Pulp and paper industry; Chemistry; Engineering","score_opus":0.03369433300559824,"score_gpt":0.3225352845691395,"score_spread":0.2888409515635413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042569753","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00036617814,0.99894875,0.00017780894,0.00009503006,0.00007780724,0.000005834831,0.000032562515,0.0000065920103,0.00028955887],"genre_scores_gemma":[0.0007993555,0.99862206,0.00020635762,0.000056756464,0.000044853383,0.000005624053,0.000037918995,9.438842e-7,0.00022614507],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997688,0.000024605471,0.000041609437,0.000044198452,0.0001006395,0.0000202407],"domain_scores_gemma":[0.99961925,0.00013876695,0.00009322407,0.000008128918,0.00011961637,0.000020951893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005605403,0.0011705038,0.0022532362,0.0023023172,0.0002087891,0.00084201264,0.0008790277,0.000879421,0.0016812219],"category_scores_gemma":[0.000497364,0.00032677114,0.0006724262,0.0030948573,0.00024794554,0.0010275107,0.00048318884,0.0005922235,0.00085722323],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018510448,0.00010215649,0.00038171434,0.051511034,0.0003119032,0.00026489721,0.00006257225,0.0005093173,0.008681372,0.00071540085,0.013241015,0.9240335],"study_design_scores_gemma":[0.000078394514,0.00052807183,0.0028994095,0.008014441,0.0011793472,0.0017153429,0.00017616812,0.00023627377,0.008736468,0.0008936438,0.9754739,0.00006851177],"about_ca_topic_score_codex":0.0014616492,"about_ca_topic_score_gemma":0.0027047484,"teacher_disagreement_score":0.0023023172,"about_ca_system_score_codex":0.0003873007,"about_ca_system_score_gemma":0.0013241677,"threshold_uncertainty_score":0.005624175},"labels":[],"label_agreement":null},{"id":"W2042853908","doi":"10.1016/j.wasman.2011.12.026","title":"Application of tire chips to reduce the temperature of secondary geomembranes in municipal solid waste landfills","year":2012,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation","keywords":"Geomembrane; Leachate; Service life; Waste management; Leaching (pedology); Environmental science; cardboard; Municipal solid waste; Geotechnical engineering; Materials science; Engineering; Composite material; Soil water","score_opus":0.008153351278418378,"score_gpt":0.2367828126284656,"score_spread":0.22862946135004722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042853908","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989334,0.00017145717,0.0004970392,0.000019729529,0.0000059861322,0.000009257968,0.000025953199,0.000006033819,0.00033116786],"genre_scores_gemma":[0.9980088,0.00019779048,0.0008940121,0.000012001525,0.0000019020887,0.00000958012,0.00003039122,0.000004529628,0.00084095704],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998035,0.00004544376,0.000010179599,0.00002754569,0.000053237374,0.00006017186],"domain_scores_gemma":[0.9998299,0.00003503532,0.00003242701,0.00001562677,0.000067352325,0.000019694762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030854685,0.00025082543,0.00030114848,0.00024292113,0.00028614607,0.0003739947,0.00026217607,0.00040427566,0.0010738003],"category_scores_gemma":[0.00031223305,0.0001494768,0.00065016956,0.00020852749,0.00025680754,0.00028775912,0.00023599378,0.000282581,0.00014770502],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061535917,0.00016983492,0.0010707785,0.000119820375,0.000020970281,0.00003658395,0.000088113564,0.0010773282,0.99107695,0.00008256366,0.000057814726,0.005584055],"study_design_scores_gemma":[0.0000065990357,0.0006561312,0.0022470297,0.0000032974906,0.000014106609,0.0000121701005,0.000059636455,0.0006705136,0.9959532,0.000013060647,0.00036067297,0.0000035124842],"about_ca_topic_score_codex":0.0021352842,"about_ca_topic_score_gemma":0.0032803486,"teacher_disagreement_score":0.0021352842,"about_ca_system_score_codex":0.0004588637,"about_ca_system_score_gemma":0.00042350937,"threshold_uncertainty_score":0.0042456985},"labels":[],"label_agreement":null},{"id":"W2044500406","doi":"10.1139/t02-075","title":"Modeling deformation behaviour of clay liners in a small centrifuge","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Centrifuge; Overburden; Subgrade; Cracking; Consolidation (business); Overburden pressure; Compaction; Geology; Shearing (physics); Materials science; Composite material","score_opus":0.020798403844304193,"score_gpt":0.20760020177535823,"score_spread":0.18680179793105403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044500406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96154404,0.00010268285,0.034413133,0.00007322648,0.000017713814,0.0000719161,0.00017618414,0.00020051192,0.003400572],"genre_scores_gemma":[0.99577004,0.00006858867,0.0029304994,0.000006395133,0.0000016775043,0.000032471402,0.00005526913,0.000013379965,0.0011216116],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985385,0.000028541135,0.000011266271,0.00003515451,0.000042739703,0.000028375773],"domain_scores_gemma":[0.9997305,0.000103009974,0.00006738212,0.00003935544,0.000033924112,0.000025818199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027059112,0.00064210146,0.00041485458,0.00044112638,0.00024365017,0.00069756195,0.0008325335,0.0015855024,0.0012232407],"category_scores_gemma":[0.00054291205,0.00034355785,0.00068959704,0.0002919078,0.0007280275,0.00039397256,0.0004356094,0.00031623486,0.00026506724],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010142048,0.00006633492,0.0025834246,0.000032452062,0.000015977708,0.00036597167,0.000072848474,0.96970135,0.023988293,0.00042285668,0.0000767606,0.0025723113],"study_design_scores_gemma":[0.000013014453,0.00011174818,0.0016550771,0.0000038056478,0.00000870511,0.00004474463,0.00004111923,0.9957354,0.0020734991,0.00007536603,0.00022828544,0.000009282463],"about_ca_topic_score_codex":0.00839431,"about_ca_topic_score_gemma":0.004702798,"teacher_disagreement_score":0.00839431,"about_ca_system_score_codex":0.00043141493,"about_ca_system_score_gemma":0.00047839072,"threshold_uncertainty_score":0.01669091},"labels":[],"label_agreement":null},{"id":"W2044801067","doi":"10.1016/j.geotexmem.2014.08.001","title":"Antioxidant depletion from five geomembranes of same resin but of different thicknesses immersed in leachate","year":2014,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Research and Innovation Foundation; Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science; Canada Foundation for Innovation","keywords":"Geomembrane; Leachate; Diffusion; Materials science; Polyethylene; Composite material; Antioxidant; High-density polyethylene; Chemistry; Environmental chemistry; Organic chemistry; Thermodynamics","score_opus":0.005793950331363936,"score_gpt":0.19571491235117908,"score_spread":0.18992096201981515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044801067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99823254,0.00028056494,0.0008347248,0.000024129387,0.000019497924,0.000010467137,0.00018850384,0.000025674652,0.00038386427],"genre_scores_gemma":[0.99625325,0.00028231274,0.0014638337,0.00002601016,0.000005338402,0.000020986254,0.00034939536,0.000009860666,0.0015888871],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998035,0.000018613764,0.000024292809,0.000045662757,0.00004362597,0.000064269094],"domain_scores_gemma":[0.99980575,0.000033470325,0.00004851672,0.00002782642,0.00005085842,0.000033628254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002469683,0.0004091228,0.00026679033,0.00020841956,0.0002132213,0.00024210493,0.00024085683,0.0005766219,0.0016511809],"category_scores_gemma":[0.0002708908,0.00013819041,0.00029327802,0.00019138878,0.00024836953,0.00035691587,0.00023277338,0.00040819854,0.00019689025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049005606,0.000028165809,0.00014619318,0.000062333886,0.000012954573,0.000027756178,0.00003676297,0.000050194707,0.998184,0.000026136957,0.000017154034,0.0009182691],"study_design_scores_gemma":[0.000008514936,0.0003334564,0.0013211374,0.00000421368,0.000024473356,0.00002545715,0.000045237393,0.00012273437,0.9976494,0.00001246092,0.00044779124,0.0000050533063],"about_ca_topic_score_codex":0.0007059157,"about_ca_topic_score_gemma":0.00089109107,"teacher_disagreement_score":0.0016511809,"about_ca_system_score_codex":0.00014597415,"about_ca_system_score_gemma":0.00020600684,"threshold_uncertainty_score":0.0055236816},"labels":[],"label_agreement":null},{"id":"W2045037843","doi":"10.1007/s11270-015-2422-6","title":"Understanding the Effect of Attrition Scrubbing on the Efficiency of Gravity Separation of Six Inorganic Contaminants","year":2015,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cegep de Thetford; Institut National de la Recherche Scientifique","funders":"","keywords":"Data scrubbing; Attrition; Contamination; Gravity separation; Fraction (chemistry); Environmental remediation; Pellets; Environmental science; Chemistry; Environmental chemistry; Waste management; Mineralogy; Materials science; Environmental engineering; Chromatography; Composite material; Engineering","score_opus":0.04496228449926291,"score_gpt":0.25517356807956176,"score_spread":0.21021128358029886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045037843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987972,0.00016367676,0.0006704371,0.000032029406,0.0000022287688,0.000005930616,0.000024538695,0.00000845315,0.00029553045],"genre_scores_gemma":[0.99874413,0.0001453416,0.00063203997,0.000017828432,0.0000020079588,0.0000042477163,0.000056007735,0.0000037051434,0.00039469136],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99970716,0.000036293484,0.000013088289,0.00004432561,0.00010818227,0.00009085523],"domain_scores_gemma":[0.99955815,0.0002285697,0.00007213139,0.00002728936,0.00009173176,0.000022126336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005802352,0.00023955847,0.00025389506,0.00019775721,0.000259641,0.00048827397,0.00036843403,0.0004689298,0.0011186763],"category_scores_gemma":[0.00069675804,0.00013870212,0.00035411466,0.0002167839,0.00040995146,0.0007395895,0.00022552878,0.0005120653,0.000211201],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00060447765,0.00013778325,0.003979284,0.00011515527,0.000020840564,0.00003459029,0.00011338876,0.0016401005,0.9822635,0.00013695817,0.00005103697,0.010902885],"study_design_scores_gemma":[0.000005362945,0.0003713488,0.009527721,0.0000022647778,0.000017514945,0.000016563394,0.00011294053,0.0025391865,0.9871379,0.000029926603,0.00023292385,0.000006284783],"about_ca_topic_score_codex":0.0047616265,"about_ca_topic_score_gemma":0.0075095077,"teacher_disagreement_score":0.0047616265,"about_ca_system_score_codex":0.0006142591,"about_ca_system_score_gemma":0.00069764606,"threshold_uncertainty_score":0.00946784},"labels":[],"label_agreement":null},{"id":"W2045191700","doi":"10.1680/gein.2009.16.3.183","title":"Diffusion modelling of OIT depletion from HDPE geomembrane in landfill applications","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; High-density polyethylene; Diffusion; Arrhenius equation; Leachate; Materials science; Geosynthetics; Polyethylene; Geotechnical engineering; Chemistry; Composite material; Thermodynamics; Activation energy; Geology; Environmental chemistry; Organic chemistry; Physics","score_opus":0.013121340709550709,"score_gpt":0.22245801465668807,"score_spread":0.20933667394713737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045191700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9790117,0.00023973217,0.020116406,0.000044775756,0.000004815151,0.000020423342,0.0001092881,0.000065328015,0.0003874884],"genre_scores_gemma":[0.99395484,0.00033138107,0.004484794,0.0000076011825,0.0000015283858,0.000034689365,0.00009027002,0.000011244773,0.0010835811],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989223,0.000021008262,0.000009229352,0.000028148916,0.000033132877,0.000016267433],"domain_scores_gemma":[0.9997938,0.00009739435,0.000036781967,0.000012718176,0.00005140777,0.000007880149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037055544,0.0004432134,0.0004265895,0.0002566154,0.00018947317,0.00032444482,0.00039824418,0.00046378598,0.00027348692],"category_scores_gemma":[0.0004997458,0.00017302434,0.000476761,0.00023795452,0.00020503053,0.0005030603,0.00023098699,0.00030174138,0.00010240662],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036058767,0.000072290786,0.0031121634,0.00023231056,0.000026742797,0.00011860295,0.00017788527,0.26127526,0.72714233,0.000554833,0.000073061354,0.0068538184],"study_design_scores_gemma":[0.000019196277,0.0002868384,0.0030663398,0.000006984756,0.000019955032,0.000071242124,0.000064353495,0.5970236,0.3984954,0.00020946236,0.00071189634,0.000024759329],"about_ca_topic_score_codex":0.005277525,"about_ca_topic_score_gemma":0.0031491946,"teacher_disagreement_score":0.005277525,"about_ca_system_score_codex":0.0007936486,"about_ca_system_score_gemma":0.00028685763,"threshold_uncertainty_score":0.0104935765},"labels":[],"label_agreement":null},{"id":"W2045290512","doi":"10.2134/jeq2007.0250","title":"Transport and Reaction Processes Affecting the Attenuation of Landfill Gas in Cover Soils","year":2008,"lang":"en","type":"article","venue":"Journal of Environmental Quality","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Soil water; Landfill gas; Environmental science; Soil gas; Diffusion; Environmental chemistry; Chemistry; Atmosphere (unit); Advection; Trace gas; Attenuation; Soil science; Environmental engineering; Thermodynamics","score_opus":0.026876088085664638,"score_gpt":0.26495047107413483,"score_spread":0.2380743829884702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045290512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992835,0.000060996128,0.00043337606,0.000010648353,0.0000012838113,0.0000073900505,0.00003956445,0.0000075933385,0.00015568972],"genre_scores_gemma":[0.9993963,0.00013895449,0.00025186088,0.0000032115058,0.0000011398113,0.000007653152,0.000061008715,0.0000032531325,0.000136589],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998492,0.000026846692,0.000009260024,0.000039585448,0.000024894809,0.000050088773],"domain_scores_gemma":[0.99983704,0.00007307286,0.000039274368,0.000005088055,0.000026275364,0.000019197634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002780625,0.0006045282,0.00030120104,0.00039984685,0.00032151467,0.0007446599,0.00030727574,0.0004943058,0.00048444833],"category_scores_gemma":[0.00049586623,0.0002331165,0.00042120833,0.00038396876,0.00037089028,0.00066746393,0.00033491114,0.00022822405,0.00008933792],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007577012,0.0003514295,0.111409046,0.0002638523,0.000097095224,0.0003544402,0.00031440018,0.12191085,0.7540887,0.0012473828,0.000109356326,0.0090956595],"study_design_scores_gemma":[0.00017871048,0.00089088414,0.15370871,0.000016715869,0.00013049526,0.00018926024,0.0010607749,0.45220837,0.3892892,0.001299121,0.0009719718,0.000055861576],"about_ca_topic_score_codex":0.025872413,"about_ca_topic_score_gemma":0.009948815,"teacher_disagreement_score":0.025872413,"about_ca_system_score_codex":0.0013922694,"about_ca_system_score_gemma":0.0006188042,"threshold_uncertainty_score":0.051443636},"labels":[],"label_agreement":null},{"id":"W2046082444","doi":"10.1680/gein.13.00031","title":"Brittle rupture of an aged HPDE geomembrane at local gravel indentations under simulated field conditions","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":89,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Killam Trusts; Ontario Innovation Trust","keywords":"Geomembrane; Geotechnical engineering; Geosynthetics; Geosynthetic clay liner; Brittleness; Geotextile; Leachate; Ultimate tensile strength; Materials science; Cracking; Composite number; Geology; Composite material; Waste management; Engineering; Soil water","score_opus":0.007253557522448677,"score_gpt":0.25413221452420315,"score_spread":0.24687865700175446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046082444","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99940205,0.000029032622,0.0002962969,0.0000050180547,0.000002357947,0.0000050473413,0.000105220475,0.000016630127,0.00013827937],"genre_scores_gemma":[0.99933857,0.000018481634,0.00028832274,0.000003622228,6.3690743e-7,0.0000044847375,0.0000738077,0.0000029188086,0.00026909486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982065,0.000019946601,0.00001542173,0.00003550089,0.00006954915,0.000038980732],"domain_scores_gemma":[0.99972683,0.000069753834,0.000056661138,0.000043403474,0.000073284835,0.000030058258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034904605,0.0002609974,0.00024267136,0.0002323915,0.00024826985,0.0002139971,0.00034964137,0.0005599612,0.0016816229],"category_scores_gemma":[0.00045644992,0.00014799672,0.0002150224,0.0002031471,0.00021916103,0.00033053945,0.00024473772,0.0002794746,0.0002007837],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004667094,0.00006875684,0.004331247,0.000063301726,0.000017158027,0.00027554453,0.00015186946,0.0064424053,0.98477906,0.000042528976,0.00006308134,0.0032982547],"study_design_scores_gemma":[0.00001854581,0.0018627455,0.03575934,0.000012122526,0.000022561371,0.00020963763,0.00029005492,0.017409159,0.94362867,0.000036700258,0.00073286856,0.00001746746],"about_ca_topic_score_codex":0.001088245,"about_ca_topic_score_gemma":0.0018422788,"teacher_disagreement_score":0.0016816229,"about_ca_system_score_codex":0.00031973905,"about_ca_system_score_gemma":0.00012431566,"threshold_uncertainty_score":0.0056256056},"labels":[],"label_agreement":null},{"id":"W2046562902","doi":"10.1177/0734242x13485794","title":"Simulating waste temperatures in an operating landfill in Québec, Canada","year":2013,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Leachate; Waste management; Bioreactor landfill; Environmental science; Lift (data mining); Landfill gas; Environmental engineering; Waste heat; Settlement (finance); Municipal solid waste; Heat exchanger; Engineering","score_opus":0.018704860602876097,"score_gpt":0.2787893731226102,"score_spread":0.26008451251973413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046562902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99482024,0.00003334086,0.00070164993,0.00006034268,0.0000057723964,0.0000522074,0.0011050309,0.00006389549,0.003157482],"genre_scores_gemma":[0.9960737,0.000045680656,0.0009346899,0.000021701031,0.0000010331628,0.000036365407,0.0007177371,0.000012810986,0.002156229],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997943,0.000017739545,0.0000060521297,0.00003382103,0.00003852095,0.00010959854],"domain_scores_gemma":[0.9996786,0.00009216806,0.000021953027,0.000012449868,0.00014180476,0.00005308675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032814505,0.000828061,0.00044540796,0.00047167318,0.0016063344,0.0010725269,0.0011536254,0.001080551,0.0030327358],"category_scores_gemma":[0.00053937756,0.00039536104,0.00057064113,0.0009562401,0.00072335836,0.0004187292,0.0003579973,0.00055900984,0.00030494746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043604017,0.00031802052,0.03407107,0.000065719876,0.000035512498,0.0003946872,0.00020200739,0.95121175,0.0060516223,0.0004645215,0.0012638364,0.0054852157],"study_design_scores_gemma":[0.00010109369,0.00016294043,0.03298975,0.000014699853,0.000027034563,0.000020861105,0.0010463527,0.96196777,0.0026292438,0.0001277325,0.0008759403,0.00003657923],"about_ca_topic_score_codex":0.9743143,"about_ca_topic_score_gemma":0.9785476,"teacher_disagreement_score":0.025685728,"about_ca_system_score_codex":0.01782888,"about_ca_system_score_gemma":0.009382099,"threshold_uncertainty_score":0.12935817},"labels":[],"label_agreement":null},{"id":"W2048156570","doi":"10.2495/sdp-v1-n1-46-60","title":"National translation of the Eu landfill directives","year":2006,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Incineration; Waste management; Legislation; Municipal solid waste; Sustainability; Directive; Environmental planning; Environmental science; Landfill gas; Pollutant; Business; Environmental protection; Environmental engineering; Engineering","score_opus":0.01080502677593514,"score_gpt":0.23474880093787062,"score_spread":0.22394377416193548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048156570","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013770085,0.00422434,0.0087361075,0.014202607,0.008851578,0.0005828224,0.019982027,0.0012067053,0.92844385],"genre_scores_gemma":[0.12913947,0.007941329,0.061521,0.03434358,0.0009687619,0.0023729398,0.08295878,0.001443107,0.6793111],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9890962,0.0020895416,0.0016361219,0.0011652327,0.0049025016,0.0011103968],"domain_scores_gemma":[0.9951199,0.0008245074,0.00031797367,0.00089420984,0.002643737,0.00019971364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008011304,0.00087626517,0.0007707018,0.001600978,0.0013895908,0.0043692677,0.0016018989,0.003696562,0.022713577],"category_scores_gemma":[0.011576932,0.00054404547,0.0010403299,0.0026606494,0.0008804443,0.0016617791,0.0027661854,0.0038842533,0.021738779],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003779569,0.00016874593,0.00090384146,0.0010572587,0.000033346576,0.0011240747,0.0016495998,0.0012900959,0.006144097,0.23637259,0.632976,0.11790238],"study_design_scores_gemma":[0.000017465516,0.000023864404,0.0010910324,0.0001398475,0.000009523134,0.00015113625,0.00014314287,0.00009816941,0.0010261902,0.0021071774,0.9951748,0.000017558974],"about_ca_topic_score_codex":0.016903823,"about_ca_topic_score_gemma":0.01068939,"teacher_disagreement_score":0.022713577,"about_ca_system_score_codex":0.0047568404,"about_ca_system_score_gemma":0.013972801,"threshold_uncertainty_score":0.07598448},"labels":[],"label_agreement":null},{"id":"W2049421475","doi":"10.1139/t05-078","title":"Application of the BioClog model for landfill leachate clogging of gravel-packed columns","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; University of Manitoba; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Leachate; Environmental science; Biomass (ecology); Environmental engineering; Waste management; Geotechnical engineering; Environmental chemistry; Chemistry; Geology; Engineering","score_opus":0.012277478687220683,"score_gpt":0.2227147514849019,"score_spread":0.21043727279768124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049421475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8043637,0.00037579655,0.17907733,0.00042778786,0.00006571181,0.00026606486,0.0016216415,0.0009180948,0.012883799],"genre_scores_gemma":[0.97179836,0.00022277843,0.023095729,0.000055055247,0.0000088528095,0.00022152592,0.00046081413,0.00005839835,0.0040785773],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989414,0.000021463473,0.000007039464,0.0000223728,0.000034250646,0.000020713393],"domain_scores_gemma":[0.99976987,0.000107946034,0.000028175766,0.000012103301,0.000061117775,0.000020791085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002212484,0.00061870366,0.0005191141,0.00028154644,0.000665226,0.00063186313,0.00081053644,0.00093084224,0.0011260969],"category_scores_gemma":[0.00072430546,0.0003079758,0.0005540311,0.0002959441,0.00039537103,0.0003829596,0.0004140747,0.0003572144,0.00015165831],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019941612,0.000015619336,0.0011585181,0.000014808681,0.0000052965684,0.00003488921,0.000016265707,0.9952691,0.0016669818,0.0004473543,0.0001039348,0.0012472444],"study_design_scores_gemma":[0.000007412854,0.000013073271,0.00016252758,0.0000012327756,0.0000022873112,0.000005835798,0.0000073703895,0.9990287,0.0004459622,0.00016332886,0.00015951355,0.000002871274],"about_ca_topic_score_codex":0.10709521,"about_ca_topic_score_gemma":0.06538344,"teacher_disagreement_score":0.10709521,"about_ca_system_score_codex":0.002112033,"about_ca_system_score_gemma":0.0021285992,"threshold_uncertainty_score":0.21294367},"labels":[],"label_agreement":null},{"id":"W2050679088","doi":"10.1007/s11270-009-0188-4","title":"Quantifying Microbial Methane Oxidation Efficiencies in Two Experimental Landfill Biocovers Using Stable Isotopes","year":2009,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Biotechnology Research Institute; Université de Sherbrooke","funders":"","keywords":"Aeration; Biogas; Methane; Saturation (graph theory); Flux (metallurgy); Anaerobic oxidation of methane; Methanogenesis; Fractionation; Chemistry; Isotope; Stable isotope ratio; Environmental chemistry; Analytical Chemistry (journal); Environmental science; Waste management; Chromatography","score_opus":0.02570428563363942,"score_gpt":0.28082447382068165,"score_spread":0.25512018818704224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050679088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994641,0.000019990324,0.0002732842,0.000010401927,0.0000034952548,0.0000110750425,0.00009692181,0.000006153007,0.000114656],"genre_scores_gemma":[0.9966967,0.00006690439,0.0021743472,0.000027047416,0.0000034794461,0.00006406841,0.0002908853,0.000008445887,0.0006681827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996971,0.000047711088,0.000028080767,0.000088535635,0.000066734865,0.00007177476],"domain_scores_gemma":[0.9997396,0.000062536914,0.000054717184,0.00003829424,0.00006718901,0.000037637823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003872485,0.00058561447,0.0004940072,0.00029157958,0.00063222245,0.0006877525,0.000400881,0.0006621857,0.00058026647],"category_scores_gemma":[0.00040024784,0.00024777683,0.00041647704,0.00034442722,0.0005973342,0.00042134026,0.0003852287,0.0004938156,0.00011369377],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024143772,0.00026928814,0.0086005,0.00003538863,0.000024106936,0.00003963301,0.00012038578,0.00032394027,0.98576283,0.000051209994,0.00002620194,0.002332062],"study_design_scores_gemma":[0.000074799456,0.0021227882,0.04008897,0.000004795181,0.0000696118,0.000054806813,0.00028815205,0.0024663196,0.9542987,0.000067492336,0.00044784095,0.000015677024],"about_ca_topic_score_codex":0.011669218,"about_ca_topic_score_gemma":0.017869389,"teacher_disagreement_score":0.011669218,"about_ca_system_score_codex":0.0008657921,"about_ca_system_score_gemma":0.0005915191,"threshold_uncertainty_score":0.023202598},"labels":[],"label_agreement":null},{"id":"W2051839766","doi":"10.1080/09593332808618822","title":"Degradation of Municipal Solid Waste in Aerobic Bioreactor Landfills","year":2007,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Leachate; Kjeldahl method; Bioreactor landfill; Bioreactor; Chemical oxygen demand; Biodegradation; Municipal solid waste; Pulp and paper industry; Waste management; Biochemical oxygen demand; Chemistry; Environmental chemistry; Nitrogen; Degradation (telecommunications); Wastewater; Environmental science; Environmental engineering","score_opus":0.007512025979783812,"score_gpt":0.2359954485306043,"score_spread":0.2284834225508205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051839766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992551,0.0002555556,0.00028371887,0.0000102267895,0.0000019242289,0.0000036907209,0.000044897435,0.00000710193,0.00013765843],"genre_scores_gemma":[0.9983872,0.00040433346,0.0005564312,0.00001095355,0.0000023466423,0.000008459534,0.00014268485,0.0000035534224,0.0004840752],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99965394,0.00008320634,0.00003277718,0.000051585514,0.00011094268,0.00006750907],"domain_scores_gemma":[0.9998677,0.000019844698,0.000046064462,0.000008518518,0.00003565933,0.000022341741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039289147,0.00048410604,0.00047418076,0.00023979384,0.00028490066,0.0006061488,0.00016620939,0.00029621032,0.00028366962],"category_scores_gemma":[0.0002991933,0.00013292147,0.00032172413,0.00027538228,0.0002156005,0.00027192791,0.00026532437,0.00020490546,0.00016587865],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003444336,0.00006253557,0.003836642,0.0000781492,0.000012447297,0.00006033191,0.000076926015,0.0006181418,0.9912942,0.000035672907,0.00002234886,0.0035581882],"study_design_scores_gemma":[0.000014678295,0.0012726154,0.018112281,0.000015983956,0.000029901885,0.00014994237,0.00023728887,0.002279749,0.9770095,0.000060081104,0.00080700684,0.000011019998],"about_ca_topic_score_codex":0.006243927,"about_ca_topic_score_gemma":0.0052106557,"teacher_disagreement_score":0.006243927,"about_ca_system_score_codex":0.00073880056,"about_ca_system_score_gemma":0.00052311184,"threshold_uncertainty_score":0.012415171},"labels":[],"label_agreement":null},{"id":"W2053136860","doi":"10.1080/15275920903347396","title":"An Extended Environmental Multimedia Modeling System (EEMMS) for Landfill Case Studies","year":2009,"lang":"en","type":"article","venue":"Environmental Forensics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Environmental science; Computer science; Waste management; Engineering","score_opus":0.02039194916537984,"score_gpt":0.2705326245630239,"score_spread":0.25014067539764406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053136860","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32550442,0.0001912032,0.6533198,0.00046832443,0.00008348407,0.00044933122,0.002080375,0.0040888223,0.013814217],"genre_scores_gemma":[0.7133227,0.0002144359,0.28144398,0.00004376931,0.000024448102,0.00043773963,0.0011185447,0.00015919832,0.0032351105],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997459,0.00010976321,0.000022748356,0.000022958104,0.000076420685,0.000022172006],"domain_scores_gemma":[0.9996717,0.00014078121,0.000031387495,0.00006084596,0.00007807875,0.000017323493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008252528,0.00054625305,0.0003630077,0.0004451603,0.00039292852,0.00051024504,0.0007825882,0.0007132812,0.003045244],"category_scores_gemma":[0.0012724792,0.00023407734,0.00059314055,0.00047873767,0.00018634052,0.0006148041,0.00090807735,0.00033686013,0.00035265472],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000110040346,0.00008827617,0.004068216,0.00009623774,0.000027499358,0.00046322285,0.000089211266,0.9222002,0.008003907,0.006808053,0.0017657608,0.056279346],"study_design_scores_gemma":[0.000016935961,0.000043353906,0.0006658051,0.000012329319,0.000011525093,0.00007185394,0.00003520341,0.98845553,0.003180239,0.0016056214,0.0058879415,0.000013629922],"about_ca_topic_score_codex":0.003818152,"about_ca_topic_score_gemma":0.0052823834,"teacher_disagreement_score":0.003818152,"about_ca_system_score_codex":0.00043353104,"about_ca_system_score_gemma":0.0007453358,"threshold_uncertainty_score":0.010187328},"labels":[],"label_agreement":null},{"id":"W2054654724","doi":"10.1139/l99-081","title":"Characterization and use of pulp mill fly ash and lime by-products as road construction amendments","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Fly ash; Waste management; Environmental science; Paper mill; Municipal solid waste; Amendment; California bearing ratio; Compaction; Industrial waste; Soil water; Engineering; Effluent; Geotechnical engineering; Materials science","score_opus":0.005652209648896463,"score_gpt":0.1602685972839856,"score_spread":0.15461638763508914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054654724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864477,0.00019249984,0.0006218046,0.000005731581,0.000001673246,0.000019172236,0.00011067827,0.0000055737596,0.0003981476],"genre_scores_gemma":[0.9966012,0.00035141682,0.0017767249,0.000010826728,0.0000021605474,0.000024003084,0.0002970277,0.0000068767695,0.0009297878],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958307,0.00009759928,0.00004000408,0.000055782697,0.00016648446,0.000057086327],"domain_scores_gemma":[0.99977916,0.00005462581,0.000048915434,0.000016646052,0.00007642228,0.000024365721],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037729766,0.00028236338,0.00022294842,0.0005947755,0.00022548813,0.00045256212,0.0002107289,0.0002933211,0.0004036185],"category_scores_gemma":[0.00045600545,0.0001145419,0.0002405378,0.00046503084,0.00018897936,0.00030185792,0.00016964304,0.00017826536,0.00013031918],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015364158,0.00007019602,0.0032371338,0.000090018366,0.000015079314,0.00005106991,0.000043802047,0.0004042005,0.9906273,0.000040518542,0.000013314558,0.0052536703],"study_design_scores_gemma":[0.0000051483644,0.00055351027,0.012198749,0.000006437291,0.000035791374,0.000089067355,0.00011850073,0.00059934444,0.98571104,0.000022909338,0.00065332354,0.000006132012],"about_ca_topic_score_codex":0.0022886035,"about_ca_topic_score_gemma":0.005728332,"teacher_disagreement_score":0.0022886035,"about_ca_system_score_codex":0.00021142363,"about_ca_system_score_gemma":0.000341256,"threshold_uncertainty_score":0.0045505166},"labels":[],"label_agreement":null},{"id":"W2055062528","doi":"10.1007/s00253-011-3560-4","title":"Effect of compost, nitrogen salts, and NPK fertilizers on methane oxidation potential at different temperatures","year":2011,"lang":"en","type":"article","venue":"Applied Microbiology and Biotechnology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Université de Sherbrooke; Biotechnology Research Institute","funders":"","keywords":"Compost; Amendment; Chemistry; Nitrogen; Fertilizer; Microcosm; Incubation; Peat; Nutrient; Agronomy; Urea; Potassium; Animal science; Environmental chemistry; Organic chemistry; Biology; Ecology","score_opus":0.004845724118953787,"score_gpt":0.18890275003026663,"score_spread":0.18405702591131284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055062528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988029,0.0002757688,0.00017312194,0.000036140995,0.000023716131,0.00000786128,0.0002087827,0.000011820214,0.00045997926],"genre_scores_gemma":[0.99824417,0.00016951254,0.00032386655,0.000025894391,0.000006823965,0.000011288217,0.00021994664,0.00000921284,0.000989414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997925,0.00003881656,0.000024805382,0.000043849643,0.00003655643,0.000063443964],"domain_scores_gemma":[0.9993451,0.00037359196,0.000072399234,0.000037559086,0.00009609177,0.00007514386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025708586,0.00039656233,0.0004490183,0.00017523253,0.00027752697,0.00030529362,0.00027229346,0.00044563858,0.001881166],"category_scores_gemma":[0.0006519806,0.00029991244,0.0003638399,0.0002130884,0.00037320313,0.00037900155,0.00014778251,0.00043076975,0.00025204322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.01004758,0.00018513032,0.0018146165,0.00013649443,0.000034120352,0.00013056799,0.00008657361,0.001017368,0.9836326,0.000060472074,0.00011803848,0.0027364222],"study_design_scores_gemma":[0.000046150843,0.0011627227,0.0070872176,0.000010380874,0.0000326298,0.000039769984,0.0000821949,0.0012869344,0.98982924,0.00003961055,0.00036798257,0.000015059941],"about_ca_topic_score_codex":0.003271556,"about_ca_topic_score_gemma":0.005161511,"teacher_disagreement_score":0.003271556,"about_ca_system_score_codex":0.00037521496,"about_ca_system_score_gemma":0.00039054485,"threshold_uncertainty_score":0.0065050125},"labels":[],"label_agreement":null},{"id":"W2055712097","doi":"10.1081/ese-120002585","title":"ASSESSING SANITARY LANDFILL STABILIZATION USING WINTER AND SUMMER WASTE STREAMS IN SIMULATED LANDFILL CELLS","year":2002,"lang":"en","type":"article","venue":"Journal of Environmental Science and Health Part A","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal College of Physicians and Surgeons of Canada; Mount Royal University","funders":"","keywords":"Leachate; Environmental science; Municipal solid waste; STREAMS; Pollution; Waste management; Landfill gas; Contamination; Environmental engineering; Engineering; Ecology","score_opus":0.06990949024685157,"score_gpt":0.3199366249618067,"score_spread":0.25002713471495513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055712097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995617,0.000018855162,0.0002973529,0.000003094432,4.8926904e-7,0.0000056484087,0.000030686806,0.0000055247347,0.00007660528],"genre_scores_gemma":[0.99934226,0.00003116785,0.00040907503,0.0000026531734,5.240736e-7,0.0000070903134,0.00009608819,0.0000023002112,0.00010884481],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973136,0.0000660489,0.000016922106,0.000034755536,0.00009576929,0.000055094108],"domain_scores_gemma":[0.9996494,0.00011381782,0.00007550995,0.000018869427,0.00010908072,0.000033350207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004641628,0.00036030845,0.00055421964,0.0003096844,0.00045795282,0.0006064253,0.0002977665,0.00040577393,0.0004222989],"category_scores_gemma":[0.000703727,0.00013553759,0.0003310327,0.00044274403,0.00026914896,0.00033207453,0.00026568814,0.00017498842,0.0000958128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0032383674,0.00046145235,0.2906513,0.00028215497,0.0001538787,0.00028540017,0.00082661683,0.122959,0.55134135,0.00019940997,0.00016033358,0.029440874],"study_design_scores_gemma":[0.00009981774,0.0040766555,0.15667947,0.000019426992,0.0001832029,0.000107128246,0.0020074423,0.1501978,0.6853724,0.00018229036,0.0010290438,0.00004530535],"about_ca_topic_score_codex":0.034104634,"about_ca_topic_score_gemma":0.053354323,"teacher_disagreement_score":0.034104634,"about_ca_system_score_codex":0.0014280934,"about_ca_system_score_gemma":0.00082860485,"threshold_uncertainty_score":0.067812264},"labels":[],"label_agreement":null},{"id":"W2055749012","doi":"10.1016/j.geotexmem.2014.01.004","title":"Degradation behaviour of HDPE geomembranes with high and low initial high-pressure oxidative induction time","year":2014,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation; Ministry of Environment","keywords":"Degradation (telecommunications); High-density polyethylene; Geomembrane; Materials science; Chemistry; Polyethylene; Nuclear chemistry; Composite material","score_opus":0.004076790885234164,"score_gpt":0.18820303988490836,"score_spread":0.1841262489996742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055749012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990859,0.00015004262,0.00034814165,0.000012795713,0.000005025882,0.0000045885286,0.00016992135,0.000008159476,0.00021549629],"genre_scores_gemma":[0.99859303,0.0001469269,0.0003765264,0.0000118704575,0.0000026127689,0.0000073322,0.00018429325,0.000003253979,0.0006741286],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978095,0.00002603129,0.00002103074,0.000038025937,0.00005632865,0.000077626195],"domain_scores_gemma":[0.9997639,0.00006583257,0.000056512676,0.000018022443,0.00007289136,0.00002275532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003069361,0.000272522,0.00021544515,0.00018198098,0.0001912472,0.00020764103,0.00014381063,0.00045473035,0.0013175161],"category_scores_gemma":[0.00054019253,0.00012579658,0.00029326574,0.0002611261,0.00022717264,0.0004074327,0.00014453496,0.00037585542,0.00020111997],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012167003,0.00006117331,0.0010204143,0.00008351416,0.000017207156,0.00007407706,0.0001021588,0.0005294642,0.9940346,0.00006235933,0.000052171643,0.002746128],"study_design_scores_gemma":[0.000007178722,0.00032962768,0.0032304807,0.000003642693,0.00000947238,0.000026464902,0.000042899912,0.0006261826,0.9954489,0.000014224339,0.00025464053,0.000006344088],"about_ca_topic_score_codex":0.0015998465,"about_ca_topic_score_gemma":0.0013454752,"teacher_disagreement_score":0.0015998465,"about_ca_system_score_codex":0.0002977418,"about_ca_system_score_gemma":0.00019835547,"threshold_uncertainty_score":0.0044075847},"labels":[],"label_agreement":null},{"id":"W2055905063","doi":"10.1139/t99-110","title":"The stability of dolomite in landfill leachate-collection systems","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Environmental Protection Agency","keywords":"Leachate; Clogging; Dolomite; Weathering; Drainage; Geology; Carbonate; Environmental science; Mining engineering; Waste management; Mineralogy; Geochemistry; Chemistry; Engineering; Archaeology","score_opus":0.010928885309570566,"score_gpt":0.20318801015683388,"score_spread":0.19225912484726332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055905063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821186,0.00016520487,0.0006793185,0.000010776142,0.0000011498848,0.000030415933,0.0002358783,0.000018608853,0.0006467785],"genre_scores_gemma":[0.99734527,0.0001433175,0.0011292453,0.000011101561,0.0000013589308,0.000020251244,0.000375549,0.0000094820125,0.0009644105],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994049,0.00004340684,0.00003652776,0.0001078265,0.00030140692,0.000105875544],"domain_scores_gemma":[0.9995678,0.00006468988,0.000099514094,0.000019503777,0.0002040674,0.000044410568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004934396,0.00022013696,0.00030553967,0.0008792619,0.0013486429,0.0010860716,0.0002733271,0.00024183709,0.00081632024],"category_scores_gemma":[0.00091628527,0.00015504948,0.00014908606,0.0008802153,0.00055824843,0.00040710988,0.00040535946,0.00015314067,0.0001780885],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005150739,0.00004226863,0.11017516,0.00018680074,0.000040375304,0.00018886557,0.0010880784,0.00084382656,0.8742469,0.000112699796,0.000061036444,0.012499006],"study_design_scores_gemma":[0.000034790675,0.0006641855,0.3704276,0.000027699001,0.00005554192,0.00040494927,0.0019816477,0.0020189234,0.61771756,0.00013829612,0.006492933,0.000035931695],"about_ca_topic_score_codex":0.091615595,"about_ca_topic_score_gemma":0.20616443,"teacher_disagreement_score":0.091615595,"about_ca_system_score_codex":0.0023367207,"about_ca_system_score_gemma":0.001792597,"threshold_uncertainty_score":0.18216467},"labels":[],"label_agreement":null},{"id":"W2056075495","doi":"10.1061/(asce)1090-025x(2009)13:3(196)","title":"Long-Term Numerical Simulation of Methane Transport and Oxidation in Compost Biofilter","year":2009,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Biofilter; Compost; Methane; Anaerobic oxidation of methane; Methanotroph; Chemistry; Landfill gas; Environmental science; Diffusion; Porosity; Environmental chemistry; Environmental engineering; Soil science; Chemical engineering; Waste management; Thermodynamics; Engineering","score_opus":0.009805527702724718,"score_gpt":0.26776695558648594,"score_spread":0.25796142788376125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056075495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993342,0.00008640358,0.0037268568,0.0000960021,0.000018594234,0.000025868942,0.00031231935,0.00008190229,0.002310156],"genre_scores_gemma":[0.99672323,0.00004956137,0.0023126563,0.000014822229,0.0000025694806,0.000040837996,0.00020572024,0.000008661211,0.00064199266],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987113,0.000020358897,0.000010610849,0.000024362062,0.000028576547,0.00004490871],"domain_scores_gemma":[0.9994099,0.00031820143,0.0000626929,0.000033691646,0.00010830162,0.000067241446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000317655,0.00042287778,0.0006632291,0.00037671957,0.0007092124,0.0006412516,0.00068716647,0.0010822915,0.0010040594],"category_scores_gemma":[0.0009432942,0.00031751423,0.0005664088,0.00041553658,0.0005335171,0.00041418598,0.0004560676,0.0005609684,0.000087298475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014276123,0.000105409694,0.0047243442,0.000031226395,0.000018144136,0.00010055673,0.000045529297,0.98804224,0.0048866337,0.00040609748,0.00009723918,0.0013997068],"study_design_scores_gemma":[0.000019552552,0.000039252107,0.00080320885,0.0000029999483,0.0000047944063,0.0000060167167,0.000024599352,0.9975413,0.0013938616,0.00007819171,0.00008056584,0.000005663049],"about_ca_topic_score_codex":0.0324574,"about_ca_topic_score_gemma":0.0140444655,"teacher_disagreement_score":0.0324574,"about_ca_system_score_codex":0.0015047216,"about_ca_system_score_gemma":0.0009076258,"threshold_uncertainty_score":0.06453699},"labels":[],"label_agreement":null},{"id":"W2056157854","doi":"10.1016/j.biortech.2014.11.058","title":"Rapid assessment of methanotrophic capacity of compost-based materials considering the effects of air-filled porosity, water content and dissolved organic carbon","year":2014,"lang":"en","type":"article","venue":"Bioresource Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Consejo Nacional de Ciencia y Tecnología","keywords":"Compost; Biofilter; Methane; Methanotroph; Porosity; Environmental science; Carbon fibers; Total organic carbon; Dissolved organic carbon; Environmental chemistry; Water content; Environmental engineering; Soil science; Anaerobic oxidation of methane; Waste management; Materials science; Chemistry; Engineering; Composite material; Geotechnical engineering","score_opus":0.012349128589261944,"score_gpt":0.20823636188734745,"score_spread":0.19588723329808552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056157854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979013,0.00020547665,0.0014533112,0.000006506108,0.000004401006,0.000011397014,0.00015221021,0.000012736751,0.0002526989],"genre_scores_gemma":[0.997846,0.00017044962,0.0015192943,0.0000027518972,0.0000015469196,0.0000171401,0.00018285964,0.0000035397659,0.00025636956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983835,0.000023429026,0.000014429965,0.000023869532,0.0000701501,0.000029701863],"domain_scores_gemma":[0.99981624,0.00007655919,0.000029776988,0.000011859229,0.000046668305,0.00001881697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040091152,0.00036380018,0.00030492363,0.00031666778,0.00018765799,0.0003028374,0.00019127622,0.0003331803,0.00046448657],"category_scores_gemma":[0.00041466838,0.0001456448,0.00027893635,0.00030351724,0.00018403567,0.000336724,0.00028143107,0.00025532438,0.000090160116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026002026,0.000036536487,0.0011055741,0.000058268048,0.00000720854,0.000020086321,0.000015066329,0.0008127994,0.9948466,0.000034512042,0.000007946693,0.0027953025],"study_design_scores_gemma":[0.000007255169,0.00039178997,0.004921544,0.0000047626045,0.000015290678,0.000026052,0.00003673882,0.0037116187,0.9906495,0.0000291913,0.00019911723,0.000007164157],"about_ca_topic_score_codex":0.0006390988,"about_ca_topic_score_gemma":0.0009415461,"teacher_disagreement_score":0.0006390988,"about_ca_system_score_codex":0.00021162794,"about_ca_system_score_gemma":0.00030961886,"threshold_uncertainty_score":0.0021202564},"labels":[],"label_agreement":null},{"id":"W2056450960","doi":"10.1111/j.1745-6584.2010.00790.x","title":"Bioattenuation in Groundwater Impacted by Landfill Leachate Traced with <i>δ</i> <sup>13</sup> C","year":2011,"lang":"en","type":"article","venue":"Ground Water","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Leachate; Dissolved organic carbon; Groundwater; Aquifer; Environmental chemistry; Biogeochemical cycle; Total organic carbon; Chemistry; Environmental science; Environmental engineering; Geology","score_opus":0.013052856980098955,"score_gpt":0.18454986248545138,"score_spread":0.17149700550535243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056450960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99764353,0.0001743379,0.00028637543,0.00003483637,0.0000033056867,0.0000069167004,0.0007291224,0.00005932555,0.0010620966],"genre_scores_gemma":[0.9987538,0.000094416544,0.00025775874,0.000028212622,0.0000014997141,0.0000058332357,0.0004000594,0.0000056987064,0.00045272594],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999866,0.000007994049,0.0000060294847,0.000032986132,0.000045677454,0.000041276537],"domain_scores_gemma":[0.99991214,0.000009310303,0.000022862678,0.000003910119,0.000040528597,0.000011253033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013070423,0.00018861644,0.00013953864,0.0003784939,0.00036919015,0.00047617918,0.00024173426,0.00028774072,0.0010407398],"category_scores_gemma":[0.00015046178,0.00013028701,0.00013469548,0.0004941207,0.00038874685,0.00014279221,0.00023769849,0.00014600492,0.00019199634],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010206018,0.00004804903,0.15086874,0.00013474347,0.000026949541,0.0005175361,0.00048260693,0.0013516091,0.82952046,0.00015252354,0.00055631006,0.015319821],"study_design_scores_gemma":[0.000018591954,0.00044223445,0.47268718,0.00003196822,0.000059431026,0.00048273857,0.0020192987,0.0047997115,0.5154499,0.00029508036,0.0036745502,0.00003928136],"about_ca_topic_score_codex":0.045513865,"about_ca_topic_score_gemma":0.06280608,"teacher_disagreement_score":0.045513865,"about_ca_system_score_codex":0.0011995638,"about_ca_system_score_gemma":0.00047549407,"threshold_uncertainty_score":0.09049791},"labels":[],"label_agreement":null},{"id":"W2056774269","doi":"10.1016/j.wasman.2012.07.018","title":"Clogging of finger drain systems in MSW landfills","year":2012,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Drainage; Hydraulic conductivity; Geotechnical engineering; Overburden; Environmental science; Waste management; Pore water pressure; Porosity; Environmental engineering; Geology; Engineering; Soil science; Soil water","score_opus":0.009865589483493016,"score_gpt":0.21391032493448003,"score_spread":0.20404473545098703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056774269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984731,0.00007378332,0.00037170862,0.000008968414,0.0000019417357,0.000023696977,0.000059071077,0.00001984681,0.00096797885],"genre_scores_gemma":[0.9983903,0.000051602823,0.0003582021,0.000010968322,0.0000010518736,0.000013047261,0.00006608005,0.0000094348125,0.0010991868],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992816,0.00015837452,0.000047158617,0.00012160123,0.00020906432,0.00018219704],"domain_scores_gemma":[0.9987123,0.0004131962,0.00022537856,0.00008414138,0.0004669173,0.00009809282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006704077,0.00032901968,0.00050098513,0.0014031864,0.0017776104,0.0017550747,0.0004471707,0.0007323861,0.0021741074],"category_scores_gemma":[0.0014940447,0.00020992912,0.00038725106,0.0009761382,0.000737567,0.0008366367,0.0007141359,0.00034340261,0.0004062885],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009287927,0.0006654328,0.3209605,0.0007426346,0.00011398205,0.0018431189,0.006132467,0.011555028,0.59334844,0.0012077756,0.0007492758,0.053393476],"study_design_scores_gemma":[0.00007949932,0.005122348,0.32281116,0.00014464246,0.00018356537,0.0008137951,0.015152716,0.019634651,0.62952393,0.0007873007,0.0056592966,0.00008706248],"about_ca_topic_score_codex":0.018580584,"about_ca_topic_score_gemma":0.023924641,"teacher_disagreement_score":0.018580584,"about_ca_system_score_codex":0.0013760724,"about_ca_system_score_gemma":0.00088109897,"threshold_uncertainty_score":0.036944866},"labels":[],"label_agreement":null},{"id":"W2057686445","doi":"10.1007/s12665-013-2851-8","title":"Experimental investigation on shear strength and permeability of a deeply dewatered sewage sludge for use in landfill covers","year":2013,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Leachate; Distilled water; Geotechnical engineering; Cohesion (chemistry); Environmental science; Permeability (electromagnetism); Direct shear test; Bioreactor landfill; Hydraulic conductivity; Sewage sludge; Waste management; Environmental engineering; Sewage treatment; Materials science; Soil water; Shear (geology); Chemistry; Geology; Composite material; Soil science; Engineering; Membrane","score_opus":0.027457504028761986,"score_gpt":0.22851621698866953,"score_spread":0.20105871295990754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057686445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995409,0.000012524363,0.00017566225,0.0000034737632,0.0000014550875,0.0000039071806,0.000040018458,0.0000023059513,0.00021979697],"genre_scores_gemma":[0.9992873,0.00002924372,0.0002592433,0.000002920608,0.0000015781513,0.000004599491,0.00004794897,0.0000023946084,0.000364748],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977285,0.000037444806,0.000018555484,0.00003885261,0.00008743539,0.000044775028],"domain_scores_gemma":[0.99955696,0.00016053075,0.000073718715,0.00005047756,0.00011750484,0.00004073076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033640972,0.0003370675,0.0002618985,0.00020421034,0.00048692749,0.00021891147,0.00020699405,0.0003931908,0.0017499651],"category_scores_gemma":[0.00055918354,0.00018138005,0.000273386,0.00023028771,0.000409725,0.00032836976,0.00026040606,0.00039411528,0.00016877888],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004491257,0.00013443173,0.0029078948,0.00003888663,0.000009133096,0.00007702182,0.00014953071,0.0008032818,0.9940094,0.00007336245,0.000016368782,0.0013316568],"study_design_scores_gemma":[0.000011414817,0.0014304307,0.013406184,0.0000037000038,0.000022472746,0.00006311221,0.00019489063,0.0013007481,0.98322207,0.000033129367,0.00030416716,0.000007702702],"about_ca_topic_score_codex":0.0012547462,"about_ca_topic_score_gemma":0.0017160501,"teacher_disagreement_score":0.0017499651,"about_ca_system_score_codex":0.00022156611,"about_ca_system_score_gemma":0.00026467734,"threshold_uncertainty_score":0.0058541894},"labels":[],"label_agreement":null},{"id":"W2058154168","doi":"10.1080/09593330801984258","title":"LEAD RETENTION MECHANISMS AND HYDRAULIC CONDUCTIVITY STUDIES OF VARIOUS BENTONITES FOR GEOENVIRONMENT APPLICATIONS","year":2008,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bentonite; Hydraulic conductivity; Carbonate; Adsorption; Chemistry; Sorption; Mineralogy; Chemical engineering; Geology; Soil science; Soil water; Organic chemistry","score_opus":0.028070267272797107,"score_gpt":0.25121657284995,"score_spread":0.22314630557715293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058154168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986314,0.00028868753,0.0006667975,0.000015600779,0.000001813214,0.000006539157,0.00007978534,0.000010872802,0.00029859119],"genre_scores_gemma":[0.99842393,0.00027395252,0.0004678474,0.000008402933,0.000001602459,0.0000064235005,0.00016115794,0.000004770701,0.0006519761],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998869,0.000016942551,0.000009380188,0.000018817385,0.00003818354,0.000029811115],"domain_scores_gemma":[0.9998641,0.000021299054,0.000026690499,0.000007088423,0.00005882719,0.000021915717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014223493,0.00032351853,0.00017900972,0.00032281637,0.00021392773,0.0002614118,0.00019071385,0.00021513435,0.00048655865],"category_scores_gemma":[0.00024272641,0.0001510163,0.0002816885,0.00032007543,0.000142636,0.00028203998,0.00017185512,0.00019603455,0.00011734098],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092194896,0.0000222557,0.0020546631,0.00006162431,0.000009197127,0.00003356276,0.000058134057,0.0002695968,0.9954862,0.000021675245,0.000010039899,0.0018807596],"study_design_scores_gemma":[0.0000067041665,0.0004555832,0.024453184,0.0000059828026,0.000037640788,0.00011101776,0.00014554067,0.001197612,0.9729854,0.000030648414,0.0005605506,0.000010086323],"about_ca_topic_score_codex":0.004370475,"about_ca_topic_score_gemma":0.008061187,"teacher_disagreement_score":0.004370475,"about_ca_system_score_codex":0.00021958249,"about_ca_system_score_gemma":0.00018108232,"threshold_uncertainty_score":0.008690059},"labels":[],"label_agreement":null},{"id":"W2058206280","doi":"10.1680/gein.2007.14.4.201","title":"Aluminium migration through a geosynthetic clay liner","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Aluminium sulfate; Aluminium; Bentonite; Alum; Diffusion; Distilled water; Materials science; Composite material; Chemistry; Metallurgy; Geotechnical engineering; Chromatography; Soil science; Geology; Thermodynamics","score_opus":0.011695431530288545,"score_gpt":0.2613914421886161,"score_spread":0.24969601065832756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058206280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99886584,0.000036967827,0.0005640328,0.000016300093,0.0000022053173,0.000006110105,0.000049384664,0.00004506725,0.0004140104],"genre_scores_gemma":[0.99812394,0.00004642229,0.0006621923,0.0000146179,0.0000012358762,0.00000452882,0.00004617842,0.0000063142165,0.0010946485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988544,0.000013443325,0.0000060536395,0.000029213656,0.000038718455,0.000027026204],"domain_scores_gemma":[0.99990594,0.000018051394,0.000037100854,0.0000067025935,0.000018672745,0.000013529879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011257989,0.0002515338,0.00017219056,0.00026663163,0.00017750937,0.00033731072,0.00026524294,0.0002915626,0.0012728991],"category_scores_gemma":[0.00015885661,0.000094911,0.00018007711,0.00016575943,0.00018039744,0.00028781124,0.0002608561,0.00021536546,0.0003063663],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007939469,0.000015366077,0.0007516411,0.000029575,0.000002873436,0.00007358652,0.000047954858,0.00034295087,0.9969445,0.000050159728,0.00002962019,0.001632389],"study_design_scores_gemma":[0.0000145881795,0.0006076435,0.0040219533,0.000004898569,0.000009057514,0.00013863957,0.00012604945,0.0023154025,0.99170506,0.00002978223,0.0010184677,0.00000841549],"about_ca_topic_score_codex":0.0022481778,"about_ca_topic_score_gemma":0.0024491118,"teacher_disagreement_score":0.0022481778,"about_ca_system_score_codex":0.00036134987,"about_ca_system_score_gemma":0.00017988883,"threshold_uncertainty_score":0.0044701695},"labels":[],"label_agreement":null},{"id":"W2058894136","doi":"10.1139/s06-047","title":"Methane oxidation in landfill cover soil; the combined effects of moisture content, nutrient addition, and cover thickness","year":2007,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Water content; Anaerobic oxidation of methane; Methane; Nutrient; Environmental science; Moisture; Landfill gas; Environmental chemistry; Soil science; Chemistry; Geology; Geotechnical engineering","score_opus":0.004905715034179604,"score_gpt":0.18792307355513363,"score_spread":0.18301735852095402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058894136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996555,0.0000459878,0.00016018549,0.000003282138,0.000001704681,0.000007707336,0.000050462848,0.0000027551318,0.00007242332],"genre_scores_gemma":[0.9984756,0.00010011509,0.0008842599,0.0000093558965,0.000002145551,0.000019784044,0.00015761988,0.000002522956,0.00034863263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998448,0.000038547663,0.00001302392,0.00003025254,0.000040183964,0.000033192788],"domain_scores_gemma":[0.99974793,0.000102292615,0.000072693874,0.0000144052865,0.000026950269,0.00003567737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030179287,0.00042570537,0.00037138566,0.00019241162,0.00014497845,0.00023221187,0.00013867898,0.00025116355,0.0004026326],"category_scores_gemma":[0.0003061777,0.00019243364,0.0003486877,0.0001985659,0.0001857087,0.00017037721,0.00015301457,0.00021483326,0.00005440105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017096996,0.00016117292,0.0046440135,0.000054495682,0.000026438935,0.000040312025,0.000037024616,0.0006731652,0.9909825,0.000012798599,0.000009066725,0.0016493368],"study_design_scores_gemma":[0.00004311168,0.0053699478,0.03716919,0.0000050494527,0.00006740249,0.000056052304,0.000068212496,0.0025397353,0.9544318,0.00002839536,0.00021017961,0.000010951856],"about_ca_topic_score_codex":0.003583863,"about_ca_topic_score_gemma":0.0052947,"teacher_disagreement_score":0.003583863,"about_ca_system_score_codex":0.00036556597,"about_ca_system_score_gemma":0.00030894895,"threshold_uncertainty_score":0.0071259737},"labels":[],"label_agreement":null},{"id":"W2058928185","doi":"10.1061/(asce)1090-0241(2000)126:2(180)","title":"Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay","year":2000,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hydraulic conductivity; Permeability (electromagnetism); Void ratio; Geotechnical engineering; Slurry; Hydraulic head; Water content; Materials science; Atterberg limits; Soil science; Geology; Composite material; Soil water; Chemistry","score_opus":0.004136174048262894,"score_gpt":0.1876887723008367,"score_spread":0.1835525982525738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058928185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991202,0.0001569281,0.00017266473,0.000016912325,0.000004437542,0.000005773379,0.00014981513,0.0000068085183,0.00036646353],"genre_scores_gemma":[0.9990375,0.000113288916,0.00012460818,0.0000155005,0.0000018257846,0.0000046190785,0.00027028727,0.000006384269,0.0004260413],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998983,0.000010411995,0.0000058260357,0.000017286158,0.000029698915,0.000038500715],"domain_scores_gemma":[0.99968874,0.00009633955,0.00004463756,0.00001676687,0.00009601596,0.000057389327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015210465,0.00024834703,0.00020578715,0.00013991357,0.000297584,0.00040647425,0.00013762589,0.00012837895,0.0013358817],"category_scores_gemma":[0.0005104243,0.00013605463,0.00015275305,0.00010085739,0.00037711824,0.0001839427,0.00014628546,0.00033520663,0.00010475664],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037075704,0.000016704462,0.0037149552,0.000034433313,0.000016686647,0.000075899035,0.00010772799,0.00074521644,0.9935127,0.00002078329,0.00004080755,0.0013434361],"study_design_scores_gemma":[0.000013081839,0.00045996637,0.09350235,0.000014325941,0.00003062967,0.0000950869,0.00025074146,0.0016880118,0.90307677,0.000040645573,0.00080375664,0.000024569395],"about_ca_topic_score_codex":0.06630032,"about_ca_topic_score_gemma":0.11778957,"teacher_disagreement_score":0.06630032,"about_ca_system_score_codex":0.0012071029,"about_ca_system_score_gemma":0.00072613417,"threshold_uncertainty_score":0.13182884},"labels":[],"label_agreement":null},{"id":"W2059209879","doi":"10.1080/09593330801984951","title":"INVESTIGATION OF ORGANIC, INORGANIC AND SYNTHETIC ADSORBENTS FOR THE PRETREATMENT OF LANDFILL LEACHATE","year":2008,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Leachate; Waste management; Adsorption; Environmental science; Environmental chemistry; Chemistry; Environmental engineering; Organic chemistry; Engineering","score_opus":0.01167095529338543,"score_gpt":0.19013908435253365,"score_spread":0.17846812905914822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059209879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99620783,0.0011305949,0.0013494502,0.00004681964,0.00001150156,0.000040808398,0.00012425584,0.000019078416,0.0010696624],"genre_scores_gemma":[0.99347866,0.0014533505,0.0028236918,0.000035302626,0.000006596327,0.000029618108,0.00016491572,0.000008720614,0.0019991368],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998128,0.00003766047,0.000011925604,0.000019549623,0.00007357308,0.00004454983],"domain_scores_gemma":[0.9999354,0.000011100128,0.000012535461,0.00000381321,0.000024248931,0.0000130061335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021169453,0.00032421385,0.0002496873,0.00036930735,0.00025688123,0.0003158257,0.00013467995,0.0002412075,0.000480742],"category_scores_gemma":[0.00017024974,0.000104383995,0.00033684506,0.00025165614,0.0001466304,0.0001785532,0.00011093959,0.00014849656,0.00019659124],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006975374,0.000050501334,0.00066255213,0.00019997242,0.000011809016,0.000070129274,0.000020287305,0.00031889198,0.99490523,0.000031045747,0.00002490025,0.0036349192],"study_design_scores_gemma":[0.000008274981,0.0007136529,0.009565832,0.000016565034,0.00003659173,0.00017655709,0.00015399496,0.0010585771,0.9861696,0.000028502562,0.0020630832,0.000008874712],"about_ca_topic_score_codex":0.0031960814,"about_ca_topic_score_gemma":0.008954041,"teacher_disagreement_score":0.0031960814,"about_ca_system_score_codex":0.00027194634,"about_ca_system_score_gemma":0.0004920958,"threshold_uncertainty_score":0.0063549876},"labels":[],"label_agreement":null},{"id":"W2059742700","doi":"10.1139/cgj-2012-0478","title":"Investigating clogging failure mechanisms of leachate extraction wells in landfills","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Clogging; Leachate; Corrosion; Geotechnical engineering; Extraction (chemistry); Environmental science; Fouling; Geomembrane; Geology; Environmental engineering; Petroleum engineering; Waste management; Mining engineering; Engineering; Metallurgy; Materials science","score_opus":0.009437695702487812,"score_gpt":0.21258735432133208,"score_spread":0.20314965861884426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059742700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990031,0.00008668717,0.00060958345,0.0000057166462,6.97292e-7,0.000015008677,0.000034903744,0.000016627042,0.00022758037],"genre_scores_gemma":[0.9989637,0.000065138396,0.00044914449,0.000003102089,6.9009866e-7,0.000007787793,0.000039396196,0.0000019982347,0.00046913576],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997286,0.00002876462,0.000014509904,0.00003429884,0.00009683898,0.000096835654],"domain_scores_gemma":[0.99946266,0.0000898313,0.00016039472,0.000022274453,0.00022157132,0.0000432404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004365455,0.00035547282,0.00036614545,0.0014098577,0.00052123197,0.0003691641,0.00038519013,0.0005748314,0.0009992012],"category_scores_gemma":[0.00054552563,0.00031321394,0.00027420698,0.00049713335,0.00043152334,0.0005013855,0.0002978193,0.0001669994,0.0002902884],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008477675,0.00017151303,0.20592329,0.00022333194,0.00003249403,0.0018440655,0.0012065257,0.005380637,0.7740098,0.00019487477,0.00011333898,0.010052272],"study_design_scores_gemma":[0.000028620165,0.0022999428,0.5748068,0.00003825118,0.000059724738,0.0014242933,0.0039896127,0.01690392,0.39888474,0.00022295848,0.001286648,0.00005444429],"about_ca_topic_score_codex":0.012846526,"about_ca_topic_score_gemma":0.017243408,"teacher_disagreement_score":0.012846526,"about_ca_system_score_codex":0.0006244795,"about_ca_system_score_gemma":0.00030357306,"threshold_uncertainty_score":0.02554351},"labels":[],"label_agreement":null},{"id":"W2060526241","doi":"10.1177/1528083713495247","title":"Relative reactivity of different monovalent alkalis on poly(ethylene terephthalate) geotextiles: Aqueous and alcoholic systems","year":2013,"lang":"en","type":"article","venue":"Journal of Industrial Textiles","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Aqueous solution; Materials science; Ethylene; Reactivity (psychology); Alkali metal; Tenacity (mineralogy); Inorganic chemistry; Chemical engineering; Polymer chemistry; Nuclear chemistry; Organic chemistry; Composite material; Chemistry; Catalysis","score_opus":0.03171905959441639,"score_gpt":0.2392676555837349,"score_spread":0.2075485959893185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060526241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99788564,0.0006885163,0.00077955006,0.000013112097,0.000005664485,0.000012264341,0.000087192726,0.000012983831,0.0005150338],"genre_scores_gemma":[0.99626154,0.0010897313,0.0012615122,0.000019095574,0.000007458504,0.00001871825,0.00016652796,0.00000900002,0.0011663409],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972445,0.00005017398,0.000029870926,0.00004655183,0.00009069059,0.00005817586],"domain_scores_gemma":[0.9996983,0.00008134893,0.00009374284,0.000016693284,0.000077933895,0.000031929303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033342687,0.00032813975,0.00023021722,0.00032046842,0.00011588651,0.00032220944,0.00022206249,0.00030003826,0.0010458884],"category_scores_gemma":[0.0004888025,0.0001742987,0.00021401627,0.00034611748,0.00021641444,0.00035569165,0.00024311367,0.0003249934,0.00019307542],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026565196,0.000015816058,0.00049053796,0.00009959441,0.000014230835,0.000032046817,0.000053926688,0.0002226209,0.99701345,0.00003041989,0.000010259104,0.0017514138],"study_design_scores_gemma":[0.0000040518526,0.00026212097,0.0013783757,0.000004754679,0.000015860045,0.00003214538,0.000036415866,0.0003618822,0.9975937,0.0000119106235,0.0002943656,0.000004412276],"about_ca_topic_score_codex":0.0007579449,"about_ca_topic_score_gemma":0.00083255774,"teacher_disagreement_score":0.0010458884,"about_ca_system_score_codex":0.00016042676,"about_ca_system_score_gemma":0.00014213582,"threshold_uncertainty_score":0.0034988523},"labels":[],"label_agreement":null},{"id":"W2062751591","doi":"10.1520/gtj11045j","title":"Apparatus and Procedures for Assessing Inorganic Diffusion Coefficients for Geosynthetic Clay Liners","year":2000,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Geosynthetic clay liner; Diffusion; Clay soil; Geology; Soil science; Soil water; Thermodynamics; Hydraulic conductivity; Physics","score_opus":0.022767856678457255,"score_gpt":0.27661891598732874,"score_spread":0.2538510593088715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062751591","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3621854,0.00058584404,0.6187048,0.00018180544,0.00015619415,0.0040873373,0.0036003934,0.0050382,0.0054600737],"genre_scores_gemma":[0.27118564,0.0009039424,0.7054879,0.00017455377,0.000041168514,0.007870544,0.0035100933,0.00067965285,0.010146543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990532,0.000082534236,0.000109924134,0.00021622435,0.00045703113,0.00008115476],"domain_scores_gemma":[0.9979651,0.0005333289,0.00022238438,0.00044723743,0.0006901124,0.00014183494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012135503,0.0008442409,0.00041742998,0.001442745,0.00082055473,0.0003458854,0.0010203283,0.0006188567,0.00739498],"category_scores_gemma":[0.0020638246,0.00051750545,0.00033449155,0.00066936965,0.0004370452,0.0005025058,0.0004570795,0.0013663593,0.0025139698],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018017417,0.00011732535,0.001203058,0.00014351361,0.000011650589,0.00008679762,0.00011917216,0.00048827185,0.9846405,0.0006187109,0.00026608317,0.012124712],"study_design_scores_gemma":[0.00005148473,0.000659554,0.0045946864,0.000037427762,0.00003669758,0.00020395995,0.00006646131,0.0038504337,0.98049587,0.00037852218,0.009587009,0.000037917624],"about_ca_topic_score_codex":0.0011943489,"about_ca_topic_score_gemma":0.0019776772,"teacher_disagreement_score":0.00739498,"about_ca_system_score_codex":0.00045206066,"about_ca_system_score_gemma":0.0007210129,"threshold_uncertainty_score":0.02473861},"labels":[],"label_agreement":null},{"id":"W2062760312","doi":"10.2495/rav090211","title":"Biofiltration of methane: effect of temperature and nutrient solution","year":2009,"lang":"en","type":"article","venue":"WIT transactions on ecology and the environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Biofilter; Methane; Greenhouse gas; Environmental science; Carbon dioxide; Nutrient; Environmental engineering; Environmental chemistry; Pulp and paper industry; Chemistry; Pollutant; Waste management; Ecology; Engineering; Organic chemistry","score_opus":0.0030999688978054366,"score_gpt":0.19132003247462245,"score_spread":0.188220063576817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062760312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99173564,0.0041189604,0.0010673183,0.00018050866,0.00021747766,0.000050396455,0.00071021717,0.00012059461,0.001798846],"genre_scores_gemma":[0.99128914,0.0026624643,0.003013373,0.00013001772,0.00003034743,0.00004746849,0.00068126194,0.00004410832,0.0021018286],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999542,0.000058973586,0.00006252659,0.000094125986,0.000115825205,0.00012659999],"domain_scores_gemma":[0.9994099,0.00022056625,0.00006950546,0.000049159302,0.00017700682,0.00007392237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003406725,0.0007176128,0.0010379727,0.0002810254,0.00041547162,0.0009565322,0.0005691422,0.00054706616,0.0015962108],"category_scores_gemma":[0.00080446375,0.00024314475,0.0008945556,0.00051140826,0.0001685878,0.000677589,0.0004848611,0.00096552854,0.00038258467],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033523107,0.0010628297,0.0015370891,0.0007616302,0.00015350903,0.0001229531,0.00021871905,0.0013726206,0.96740526,0.000088990826,0.00083841826,0.023085628],"study_design_scores_gemma":[0.00007964019,0.0022116022,0.0065392856,0.00006109074,0.00013870356,0.000058213518,0.00021865523,0.005492564,0.98207194,0.000052443083,0.0030116506,0.0000642192],"about_ca_topic_score_codex":0.010174109,"about_ca_topic_score_gemma":0.01111894,"teacher_disagreement_score":0.010174109,"about_ca_system_score_codex":0.00043367615,"about_ca_system_score_gemma":0.0005015781,"threshold_uncertainty_score":0.020229757},"labels":[],"label_agreement":null},{"id":"W2063020442","doi":"10.1080/09593330.2013.827727","title":"A new computational control strategy for leachate management in bioreactor landfills","year":2013,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Leachate; Bioreactor landfill; Bioreactor; Environmental science; Waste management; Control (management); Environmental engineering; Engineering; Computer science; Chemistry","score_opus":0.007241530687852408,"score_gpt":0.21765326935140356,"score_spread":0.21041173866355115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063020442","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03812568,0.00010930135,0.9577322,0.00015894671,0.000037656566,0.000075634045,0.000052187417,0.00049100147,0.003217362],"genre_scores_gemma":[0.8371337,0.0000919101,0.16008188,0.00011701658,0.000032583946,0.00032854904,0.00012255492,0.00006778512,0.0020240713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997234,0.000056762085,0.000019770812,0.00007054979,0.00008646851,0.000042940515],"domain_scores_gemma":[0.9997271,0.0000986005,0.0000433057,0.000027082187,0.00007758204,0.000026429108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051476376,0.00087109255,0.0007106216,0.00037404214,0.00037762529,0.0007983913,0.0013179164,0.00066170626,0.0012530659],"category_scores_gemma":[0.00090741005,0.0002763823,0.0005195559,0.00022246197,0.0005204627,0.00055494095,0.0011013608,0.0006443952,0.0001687747],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089628986,0.00007178817,0.00073948863,0.00005331248,0.000025933783,0.000053460026,0.00005562113,0.9525748,0.00976598,0.005593519,0.000458284,0.030518122],"study_design_scores_gemma":[0.000004107403,0.000016163252,0.000045526398,0.000001438148,0.0000022316829,0.0000027029905,0.0000032483463,0.99872476,0.0006788772,0.00032549238,0.00019319152,0.0000021951237],"about_ca_topic_score_codex":0.006398459,"about_ca_topic_score_gemma":0.004640809,"teacher_disagreement_score":0.006398459,"about_ca_system_score_codex":0.0006680768,"about_ca_system_score_gemma":0.0012114628,"threshold_uncertainty_score":0.012722433},"labels":[],"label_agreement":null},{"id":"W2063251030","doi":"10.1139/a04-006","title":"Strategies for the municipal solid waste sector to assist Canada in meeting its Kyoto Protocol commitments","year":2004,"lang":"en","type":"article","venue":"Environmental Reviews","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Waste management; Greenhouse gas; Municipal solid waste; Incineration; Landfill gas; Kyoto Protocol; Environmental science; Biodegradable waste; Environmental engineering; Waste treatment; Life-cycle assessment; Engineering","score_opus":0.0392097221878339,"score_gpt":0.3070815482585592,"score_spread":0.2678718260707253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063251030","genre_codex":"other","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0281689,0.012921722,0.029621275,0.45548996,0.0062937913,0.004558797,0.0026021702,0.0019315736,0.4584118],"genre_scores_gemma":[0.25558138,0.015345598,0.15324758,0.20946369,0.0012447705,0.0032794145,0.006945598,0.00074648944,0.35414556],"study_design_codex":"not_applicable","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9861826,0.0015636593,0.0005211037,0.0006082961,0.0067804474,0.0043439125],"domain_scores_gemma":[0.98343706,0.0006686968,0.00040943606,0.00048069167,0.011198271,0.0038058672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012840305,0.0021336884,0.0005537136,0.003430745,0.008394795,0.010828128,0.004005432,0.010145518,0.013963502],"category_scores_gemma":[0.012955591,0.000646401,0.0014572783,0.0025866625,0.0024292562,0.0043780366,0.0074108914,0.0054665366,0.0032564695],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011134483,0.00040319026,0.003480517,0.00088899134,0.00009880857,0.0010766465,0.002580297,0.0069991536,0.006347981,0.20125572,0.6309966,0.14576076],"study_design_scores_gemma":[0.000084076964,0.00008023598,0.00419925,0.0004567625,0.000052800202,0.000107084554,0.0023993468,0.0025059113,0.0021738978,0.021637272,0.9661856,0.00011762238],"about_ca_topic_score_codex":0.89233583,"about_ca_topic_score_gemma":0.87876076,"teacher_disagreement_score":0.10766417,"about_ca_system_score_codex":0.051689494,"about_ca_system_score_gemma":0.3357444,"threshold_uncertainty_score":0.3750353},"labels":[],"label_agreement":null},{"id":"W2067756430","doi":"10.1680/gein.2009.16.2.71","title":"Predicted temperatures and service lives of secondary geomembrane landfill liners","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetics; Service life; Geosynthetic clay liner; Geotechnical engineering; Composite number; Environmental science; Foundation (evidence); Environmental engineering; Materials science; Engineering; Composite material; Soil science; Geography","score_opus":0.005013740749535306,"score_gpt":0.21437735884204084,"score_spread":0.20936361809250553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067756430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936372,0.000019041785,0.004655564,0.000019114961,0.0000041163353,0.0000115252205,0.00047188214,0.000094650975,0.0010867635],"genre_scores_gemma":[0.9988136,0.000009339297,0.0004805579,0.0000013686902,5.2798407e-7,0.000010909491,0.00022593363,0.0000090486865,0.00044859375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985063,0.000024955269,0.0000071190298,0.00003868477,0.000027658602,0.000050876228],"domain_scores_gemma":[0.99956995,0.00014260125,0.000077235236,0.000036368012,0.00012363633,0.000050222523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003951962,0.00058851903,0.00045337257,0.00034589547,0.0003212671,0.00067656493,0.0005616522,0.0006450197,0.0026652021],"category_scores_gemma":[0.00090226316,0.00029209934,0.0009244442,0.00027522742,0.00039805615,0.00048774644,0.00030989587,0.0003772788,0.00062906544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003667328,0.000029980996,0.012403785,0.000029208082,0.000010577599,0.00011650388,0.00004656217,0.97496414,0.008584744,0.00041196283,0.00017881203,0.0028569815],"study_design_scores_gemma":[0.00004014415,0.00041950136,0.015587392,0.000010166528,0.000024465318,0.00007262279,0.00014417418,0.9670245,0.015465182,0.00066164706,0.0005196657,0.000030371537],"about_ca_topic_score_codex":0.0075498885,"about_ca_topic_score_gemma":0.005370112,"teacher_disagreement_score":0.0075498885,"about_ca_system_score_codex":0.0013735258,"about_ca_system_score_gemma":0.0005303374,"threshold_uncertainty_score":0.015011847},"labels":[],"label_agreement":null},{"id":"W2068303960","doi":"10.2495/geo060131","title":"A sequential aerated peat biofilter system for the treatment of landfill leachate","year":2006,"lang":"en","type":"article","venue":"WIT transactions on ecology and the environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Biofilter; Leachate; Peat; Aeration; Clogging; Environmental science; Environmental engineering; Hydraulic retention time; Filtration (mathematics); Wastewater; Waste management; Pulp and paper industry; Environmental chemistry; Chemistry; Ecology; Engineering","score_opus":0.009084414237921884,"score_gpt":0.19668205894286808,"score_spread":0.1875976447049462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068303960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99229103,0.00055708137,0.0062874155,0.000028887556,0.00002951631,0.00005128092,0.00019522685,0.0001745735,0.0003848722],"genre_scores_gemma":[0.9863261,0.00071626256,0.0113427695,0.00003450614,0.000010765702,0.000056056182,0.00038600812,0.000011637303,0.0011158107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998381,0.000017290442,0.000020991743,0.000039108087,0.00005808025,0.00002639046],"domain_scores_gemma":[0.99993753,0.000006261886,0.000012239337,0.0000071163972,0.000015615165,0.000021193184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016319792,0.0003708597,0.00050021237,0.00025099432,0.00034810446,0.00039517795,0.00040249404,0.0002479765,0.00050071324],"category_scores_gemma":[0.000109165674,0.00014753739,0.0003910066,0.00020526197,0.00012276234,0.0002858388,0.0003515822,0.00026044282,0.00022441529],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028455138,0.00016660489,0.0019488232,0.00016034862,0.000036620022,0.00012025854,0.000036905196,0.0007555038,0.982078,0.000035443518,0.00008375375,0.014293115],"study_design_scores_gemma":[0.000119649856,0.0033082005,0.032616783,0.00003623128,0.00021143748,0.00076660444,0.0001300537,0.013611612,0.9428669,0.00007067269,0.0061909384,0.00007089465],"about_ca_topic_score_codex":0.0061907982,"about_ca_topic_score_gemma":0.011112619,"teacher_disagreement_score":0.0061907982,"about_ca_system_score_codex":0.00027915344,"about_ca_system_score_gemma":0.00053755246,"threshold_uncertainty_score":0.012309551},"labels":[],"label_agreement":null},{"id":"W2068694047","doi":"10.1016/j.geotexmem.2006.03.009","title":"Shear strength of geomembrane–soil interface under unsaturated conditions","year":2006,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":120,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Geomembrane; Geotechnical engineering; Direct shear test; Shear (geology); Pore water pressure; Shear stress; Materials science; Shear strength (soil); Triaxial shear test; Soil water; Geology; Composite material; Soil science","score_opus":0.004961355317354257,"score_gpt":0.21099677132416622,"score_spread":0.20603541600681197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068694047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99799395,0.000117540374,0.00060242595,0.000012244192,0.000005298144,0.0000051999564,0.0002341474,0.000009898208,0.0010192494],"genre_scores_gemma":[0.99946505,0.000049068145,0.00006341109,0.0000056553326,0.0000017109878,0.000002898622,0.00013684497,0.0000016653419,0.00027367257],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998753,0.000009849363,0.00000938178,0.000023959361,0.000035221845,0.00004629484],"domain_scores_gemma":[0.9996141,0.00009037117,0.00010254283,0.000021507041,0.00010876493,0.00006254136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028838558,0.00024407428,0.00020263655,0.0008021329,0.00030679072,0.00038662786,0.00023511138,0.00035490532,0.004891462],"category_scores_gemma":[0.0004751538,0.00023001755,0.00019887474,0.0004711773,0.00040755156,0.0005075541,0.00040076615,0.00040303275,0.00042340014],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017377927,0.00012425505,0.030198673,0.00014505416,0.000050569153,0.00038230166,0.00034548945,0.006717488,0.95045334,0.0015026468,0.0003362489,0.00800624],"study_design_scores_gemma":[0.000038528815,0.00048315528,0.17540048,0.00003438294,0.00006416458,0.00021796527,0.0008426739,0.024257762,0.79644,0.00093746354,0.0012340191,0.00004926435],"about_ca_topic_score_codex":0.0014701197,"about_ca_topic_score_gemma":0.0010028267,"teacher_disagreement_score":0.004891462,"about_ca_system_score_codex":0.00019232082,"about_ca_system_score_gemma":0.00019439212,"threshold_uncertainty_score":0.016363561},"labels":[],"label_agreement":null},{"id":"W2068698195","doi":"10.1139/s05-043","title":"Passive treatment of municipal landfill leachate in a granular drainage layer","year":2006,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Effluent; Clogging; Chemical oxygen demand; Environmental science; Waste management; Nitrification; Environmental engineering; Biogas; Methane; Wastewater; Pulp and paper industry; Nitrogen; Chemistry; Engineering","score_opus":0.006149389468020403,"score_gpt":0.19718646727341305,"score_spread":0.19103707780539264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068698195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983619,0.0001195181,0.0010820543,0.000014058916,0.000005852602,0.000018216333,0.000038399896,0.000024317611,0.00033575782],"genre_scores_gemma":[0.9975056,0.00014557394,0.0015106074,0.00002049556,0.000004836691,0.000014316642,0.000058734513,0.000007386857,0.00073239254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987316,0.000025410789,0.0000089558525,0.00002701134,0.00003806072,0.000027384842],"domain_scores_gemma":[0.99994886,0.000009934466,0.0000187348,0.000005099594,0.000006741467,0.000010552778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000134,0.00022857117,0.00031861043,0.000098627286,0.00018770916,0.00037870088,0.00020031807,0.00016443095,0.00041524472],"category_scores_gemma":[0.00012088686,0.00008098138,0.00022946688,0.00009486721,0.00015499169,0.00016924251,0.00021857921,0.0001749911,0.000100950056],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013829957,0.000041054547,0.0004749374,0.000062277795,0.0000043908985,0.000028701641,0.000017888122,0.00023021555,0.99707365,0.000016521151,0.0000109659195,0.0019009473],"study_design_scores_gemma":[0.000023379096,0.0007695556,0.002774111,0.000005249244,0.000014112644,0.0000549786,0.000042926542,0.00095264445,0.9945661,0.000016827984,0.00077625917,0.000003964356],"about_ca_topic_score_codex":0.001239878,"about_ca_topic_score_gemma":0.0019837269,"teacher_disagreement_score":0.001239878,"about_ca_system_score_codex":0.0003266998,"about_ca_system_score_gemma":0.00022663697,"threshold_uncertainty_score":0.0024653673},"labels":[],"label_agreement":null},{"id":"W2069297869","doi":"10.1061/(asce)1090-0241(2000)126:9(775)","title":"Particle Size and Clogging of Granular Media Permeated with Leachate","year":2000,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Particle (ecology); Leachate; Environmental engineering; Particle size; Volume (thermodynamics); Porous medium; Porosity; Chemical oxygen demand; Chemistry; Mineralogy; Environmental science; Materials science; Wastewater; Environmental chemistry; Composite material; Geology","score_opus":0.0026567326904337455,"score_gpt":0.1555446655379353,"score_spread":0.15288793284750157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069297869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855477,0.00027150774,0.0004923596,0.000025654786,0.0000070316037,0.000015989295,0.00020991541,0.0000211577,0.00040160702],"genre_scores_gemma":[0.99809545,0.00023339935,0.0005542787,0.000036447564,0.0000064571955,0.000021329413,0.00035033698,0.000016489417,0.00068580493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953985,0.00008895245,0.00005755627,0.000087343346,0.00012930144,0.00009700277],"domain_scores_gemma":[0.99817646,0.0009514061,0.00038025551,0.00009232704,0.0002640172,0.00013542494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005998936,0.0003541111,0.00047878994,0.00032333072,0.00033581693,0.00071484636,0.00019897186,0.00047933377,0.00063458824],"category_scores_gemma":[0.0015451639,0.00023142171,0.00044735745,0.00029304886,0.00031533255,0.00047070684,0.00036065,0.0004296729,0.00021620489],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080052234,0.000056081935,0.0058750557,0.00007508394,0.000019645575,0.00009913074,0.00013336459,0.0003705024,0.99027014,0.000018188015,0.000034144898,0.0022481894],"study_design_scores_gemma":[0.000018181507,0.0021464687,0.06824094,0.000015150418,0.000041677977,0.00020892837,0.0002465048,0.0015005796,0.9269975,0.000029848521,0.0005298538,0.000024298055],"about_ca_topic_score_codex":0.0053226515,"about_ca_topic_score_gemma":0.004132975,"teacher_disagreement_score":0.0053226515,"about_ca_system_score_codex":0.00054470473,"about_ca_system_score_gemma":0.00027207108,"threshold_uncertainty_score":0.010583341},"labels":[],"label_agreement":null},{"id":"W2070176408","doi":"10.1504/ijetm.2012.049232","title":"Actively aerated methanobiofilters to control methane emissions from landfills","year":2012,"lang":"en","type":"article","venue":"International Journal of Environmental Technology and Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary; Tetra Tech (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Biofilter; Environmental science; Aeration; Landfill gas; Environmental engineering; Greenhouse gas; Waste management; Carbon dioxide; Methane emissions; Municipal solid waste; Engineering; Chemistry","score_opus":0.006486170483970126,"score_gpt":0.24206068955244792,"score_spread":0.2355745190684778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070176408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99748033,0.00033877345,0.0018646813,0.000029029101,0.000010984231,0.000012655657,0.000034506265,0.000027544973,0.00020159897],"genre_scores_gemma":[0.99612755,0.00034565563,0.0028630702,0.000023976969,0.000007786513,0.000012165488,0.000068062014,0.0000071789113,0.00054442574],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997769,0.00003736705,0.000016695043,0.000035071575,0.00008660618,0.000047357214],"domain_scores_gemma":[0.9998801,0.000032553482,0.000037468188,0.000011853078,0.000021555192,0.000016452084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002643346,0.00031184248,0.0002821594,0.00023107091,0.00022956077,0.00046890098,0.00029355666,0.0002232869,0.00036873252],"category_scores_gemma":[0.00021810144,0.00012233279,0.0003403646,0.00015165571,0.00019326458,0.00030330548,0.00021134017,0.00038706115,0.00007715994],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102299135,0.000080565274,0.0005058293,0.00003438573,0.0000104033215,0.00001724264,0.000030468485,0.0002516766,0.9949824,0.000026570955,0.000019531824,0.0039386647],"study_design_scores_gemma":[0.000011474838,0.0005760002,0.0035513865,0.0000051447923,0.00001944109,0.00003295587,0.000026692267,0.00094464194,0.99434835,0.00001609709,0.00046312186,0.000004687255],"about_ca_topic_score_codex":0.002114373,"about_ca_topic_score_gemma":0.003775157,"teacher_disagreement_score":0.002114373,"about_ca_system_score_codex":0.00025621668,"about_ca_system_score_gemma":0.00023935619,"threshold_uncertainty_score":0.0042040944},"labels":[],"label_agreement":null},{"id":"W2070427470","doi":"10.1016/j.wasman.2013.01.020","title":"Heat budget for a waste lift placed under freezing conditions at a landfill operated in a northern climate","year":2013,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Leachate; Environmental science; Lift (data mining); Waste management; Settlement (finance); Waste heat; Environmental engineering; Hydrology (agriculture); Geotechnical engineering; Heat exchanger; Engineering","score_opus":0.009896347968950024,"score_gpt":0.2237907151627926,"score_spread":0.21389436719384256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070427470","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987902,0.000008479899,0.00015071602,0.000029662322,0.000005526855,0.000007708396,0.00023283457,0.000015490576,0.0007595126],"genre_scores_gemma":[0.9991523,0.000010887576,0.000088652436,0.0000061305664,0.000002908895,0.000005928828,0.00018123908,0.000008352683,0.00054361456],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997993,0.000025184841,0.000011305328,0.000044974913,0.00004884887,0.00007034874],"domain_scores_gemma":[0.9997291,0.00009516981,0.000021668997,0.000018181188,0.000070634815,0.00006521112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003814317,0.00049489393,0.0009509239,0.0006066712,0.002870989,0.0011662568,0.00078629993,0.0011348525,0.0031034637],"category_scores_gemma":[0.00043189886,0.0003650328,0.00086233293,0.0005653309,0.0010617367,0.0009229203,0.000720701,0.0009503627,0.00036536477],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.022725888,0.0016963035,0.42813656,0.0002944542,0.00040332376,0.007701931,0.0029870907,0.15967259,0.35593992,0.0010258376,0.0023709177,0.01704524],"study_design_scores_gemma":[0.0003641429,0.0034711754,0.73445493,0.000041306306,0.00036141375,0.0007094828,0.008728049,0.14951137,0.09988466,0.0005868535,0.0016873493,0.00019922592],"about_ca_topic_score_codex":0.066335455,"about_ca_topic_score_gemma":0.0684956,"teacher_disagreement_score":0.066335455,"about_ca_system_score_codex":0.0020307968,"about_ca_system_score_gemma":0.0013870939,"threshold_uncertainty_score":0.13189864},"labels":[],"label_agreement":null},{"id":"W2071705032","doi":"10.1680/gein.14.00034","title":"Thermal exposure conditions for a composite liner with a black geomembrane exposed to solar radiation","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetic clay liner; Environmental science; Moisture; Snow; Geosynthetics; Materials science; Geotechnical engineering; Composite material; Geology; Soil water; Soil science; Hydraulic conductivity; Geomorphology","score_opus":0.018368774683669615,"score_gpt":0.24968721494707147,"score_spread":0.23131844026340184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071705032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995097,0.00001421917,0.000209845,0.0000031930813,0.0000030066562,0.00001202541,0.000090950496,0.000008065514,0.00014909645],"genre_scores_gemma":[0.99854773,0.000014339433,0.0005420625,0.000011835444,0.0000025920738,0.000018091821,0.00023465253,0.000008789778,0.00061978085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998116,0.000022482598,0.00000900256,0.00008814373,0.000036812376,0.000031871707],"domain_scores_gemma":[0.9998134,0.00002613766,0.00004163825,0.0000321052,0.00005033853,0.00003656905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017178713,0.0003426083,0.00045482029,0.00026502428,0.0005172631,0.00031988937,0.00038497648,0.00040339117,0.0025249934],"category_scores_gemma":[0.00020305818,0.00017385784,0.00051241927,0.00020239501,0.000234149,0.00017970506,0.00037776917,0.0003466992,0.0006481737],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004420606,0.0008404767,0.05140315,0.00006602053,0.00007230069,0.00039976567,0.0006404061,0.0006833773,0.935291,0.000030888947,0.00011826634,0.006033893],"study_design_scores_gemma":[0.00008510665,0.012731396,0.69811493,0.000017009193,0.00013276133,0.000667052,0.0011484227,0.0030826174,0.2825335,0.00005645015,0.0013780495,0.00005264714],"about_ca_topic_score_codex":0.002959152,"about_ca_topic_score_gemma":0.003218864,"teacher_disagreement_score":0.002959152,"about_ca_system_score_codex":0.00034913974,"about_ca_system_score_gemma":0.00012165274,"threshold_uncertainty_score":0.008446991},"labels":[],"label_agreement":null},{"id":"W2071884024","doi":"10.1139/t08-120","title":"Swelling characteristics of bentonites in artificial seawater","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":147,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Education, Science and Technology","keywords":"Bentonite; Seawater; Radioactive waste; Swelling; Compaction; Montmorillonite; Geotechnical engineering; High-level waste; Seal (emblem); Buffer (optical fiber); Geology; Environmental science; Waste management; Materials science; Composite material; Engineering","score_opus":0.011591831373749865,"score_gpt":0.2174467630956113,"score_spread":0.20585493172186145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071884024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984345,0.0002910678,0.0006623475,0.000012150295,0.0000048583265,0.000011613058,0.00009877578,0.000011227748,0.00047346],"genre_scores_gemma":[0.99835193,0.00031605695,0.0005526733,0.00001079049,0.000004216784,0.00001223797,0.00016331694,0.0000054370703,0.0005833709],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998109,0.000030040208,0.00002011683,0.000025431897,0.00008009783,0.000033402957],"domain_scores_gemma":[0.9996731,0.0000918896,0.000093095194,0.000014588643,0.00007316086,0.000054141754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025046122,0.00031990797,0.000122762,0.00017058937,0.00014661459,0.0002445313,0.00017011685,0.00016657446,0.00048841105],"category_scores_gemma":[0.0005567043,0.00011792212,0.0001842204,0.00028263705,0.00019762226,0.00031912053,0.00019517606,0.00032530865,0.00009082544],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048960683,0.000007701852,0.0003965956,0.00003624416,0.0000045085667,0.000020067286,0.00006812101,0.0002128754,0.9981573,0.000027261747,0.00000868667,0.0010116895],"study_design_scores_gemma":[0.0000061217147,0.00042006298,0.008328296,0.000006843428,0.000012531271,0.000068504305,0.00012725084,0.0016729377,0.9887038,0.000037870617,0.0006021892,0.000013548604],"about_ca_topic_score_codex":0.0016510795,"about_ca_topic_score_gemma":0.0018652555,"teacher_disagreement_score":0.0016510795,"about_ca_system_score_codex":0.00018006594,"about_ca_system_score_gemma":0.0001352275,"threshold_uncertainty_score":0.0032830238},"labels":[],"label_agreement":null},{"id":"W2074640571","doi":"10.1680/geot.8.p.051","title":"Application of a hyperbolic model to municipal solid waste","year":2011,"lang":"en","type":"article","venue":"Géotechnique","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Upper and lower bounds; Municipal solid waste; Geotechnical engineering; Strain (injury); Stress (linguistics); Mathematics; Environmental science; Geology; Mathematical analysis; Engineering; Waste management","score_opus":0.028179849630907885,"score_gpt":0.25694848052028296,"score_spread":0.22876863088937507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074640571","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24141675,0.00092168467,0.7392866,0.00081124954,0.00012378994,0.0004065932,0.0011739382,0.0009800817,0.014879283],"genre_scores_gemma":[0.93662614,0.00062862394,0.046850063,0.00015947061,0.00003777784,0.00026337858,0.0010607216,0.00016389022,0.014210019],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987471,0.0003294424,0.00008813894,0.0003376097,0.00034581684,0.00015178598],"domain_scores_gemma":[0.9965984,0.001817639,0.00038687978,0.00035952355,0.0007664257,0.000071194256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034725962,0.0010548945,0.0011007923,0.0013222679,0.00060080946,0.0017706546,0.002854807,0.0017578722,0.002530832],"category_scores_gemma":[0.008619887,0.0008416625,0.001639041,0.0018851631,0.0009485707,0.0015654332,0.0012680087,0.0014469891,0.00097171956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010332239,0.00006773902,0.0047502317,0.00010989133,0.00006393396,0.00025702073,0.00022590919,0.9539517,0.002821067,0.014300053,0.0008774718,0.022471558],"study_design_scores_gemma":[0.000004779731,0.000022631952,0.0005370507,0.000008333019,0.0000072905345,0.00003693615,0.000027706674,0.9950799,0.0006395225,0.0028310076,0.00078766997,0.000017196082],"about_ca_topic_score_codex":0.028894747,"about_ca_topic_score_gemma":0.013695577,"teacher_disagreement_score":0.028894747,"about_ca_system_score_codex":0.0023392309,"about_ca_system_score_gemma":0.0017421982,"threshold_uncertainty_score":0.057453156},"labels":[],"label_agreement":null},{"id":"W2076529887","doi":"10.1016/j.wasman.2008.10.003","title":"A design chart for estimation of horizontal displacement in municipal landfills","year":2008,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Finite element method; Chart; Municipal solid waste; Engineering; Parametric statistics; Displacement (psychology); Structural engineering; Stiffness; Modulus; Geotechnical engineering; Mathematics; Statistics; Waste management","score_opus":0.023606497365372816,"score_gpt":0.24052637457651435,"score_spread":0.21691987721114153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076529887","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033862866,0.00009371262,0.952031,0.000071218594,0.000045073237,0.0013204908,0.00209145,0.0058799684,0.0046043377],"genre_scores_gemma":[0.19162002,0.000093329014,0.8003002,0.000041325926,0.000015549482,0.0019894056,0.002103324,0.00022699061,0.0036098948],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980008,0.0008113351,0.00022439794,0.000250564,0.0005522908,0.00016063079],"domain_scores_gemma":[0.9941502,0.002830763,0.00048385438,0.0005907451,0.0018202964,0.00012397509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028851004,0.0011293036,0.0008461765,0.0018273237,0.0009685858,0.0015499494,0.00082596124,0.0010128934,0.010766239],"category_scores_gemma":[0.006968694,0.0005881416,0.000763013,0.001229191,0.0006410708,0.0007083538,0.00068773027,0.00052736053,0.0021183698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020855898,0.00058842584,0.018879313,0.0008834077,0.00012569586,0.00033992933,0.00042517757,0.2952887,0.055061832,0.019230582,0.0108902,0.59620106],"study_design_scores_gemma":[0.00056198915,0.003088393,0.030705377,0.00023356244,0.00022405833,0.00040550792,0.0006315954,0.7781827,0.13456827,0.010351197,0.040715557,0.00033180247],"about_ca_topic_score_codex":0.0120503055,"about_ca_topic_score_gemma":0.009119193,"teacher_disagreement_score":0.0120503055,"about_ca_system_score_codex":0.0011056708,"about_ca_system_score_gemma":0.0022958925,"threshold_uncertainty_score":0.036016643},"labels":[],"label_agreement":null},{"id":"W2076826971","doi":"10.1016/j.geotexmem.2006.10.003","title":"Performance of a geocomposite liner for containing Jet A-1 spill in an extreme environment","year":2007,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Ontario Centres of Excellence","keywords":"Geomembrane; High-density polyethylene; Geosynthetic clay liner; Geotechnical engineering; Geosynthetics; Hydraulic conductivity; Jet fuel; Composite number; Environmental science; Materials science; Jet (fluid); Arctic; Polyethylene; Composite material; Geology; Waste management; Soil water; Soil science; Engineering","score_opus":0.018159986397870715,"score_gpt":0.23224664659144995,"score_spread":0.21408666019357922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076826971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983694,0.000051314408,0.0010028724,0.000027494796,0.000008937267,0.0000132674195,0.000077199584,0.00013492124,0.0003146922],"genre_scores_gemma":[0.99737585,0.000057848054,0.000990478,0.000025393098,0.000004502584,0.000008723986,0.0001612995,0.000020522444,0.0013553969],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995528,0.000063712236,0.00003434809,0.00008118295,0.00017172653,0.00009623426],"domain_scores_gemma":[0.999564,0.00007734859,0.00011408107,0.000043728385,0.00011057263,0.000090281275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005193902,0.0005069035,0.0006598086,0.0004422134,0.0008247866,0.0006022608,0.0006258944,0.0010870823,0.0026066753],"category_scores_gemma":[0.0006859351,0.00016773157,0.00048172157,0.0002711611,0.0002914395,0.00093238545,0.0004694327,0.0004304746,0.0008100615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0051630647,0.0005639023,0.003206737,0.00010998634,0.00003585205,0.000271604,0.00015915769,0.0046774545,0.9702968,0.00012015616,0.0004068721,0.01498843],"study_design_scores_gemma":[0.0000764625,0.004508533,0.0051565696,0.000005210588,0.000041901505,0.00015593054,0.00013361302,0.0069887713,0.9818636,0.000028428383,0.0010156619,0.000025400082],"about_ca_topic_score_codex":0.0018044903,"about_ca_topic_score_gemma":0.0010865378,"teacher_disagreement_score":0.0026066753,"about_ca_system_score_codex":0.00040685668,"about_ca_system_score_gemma":0.00040657213,"threshold_uncertainty_score":0.008720219},"labels":[],"label_agreement":null},{"id":"W2077046868","doi":"10.1680/gein.2004.11.4.273","title":"Assessment of equivalence of composite liners","year":2004,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetic clay liner; Aquifer; Geotechnical engineering; Composite number; Geosynthetics; Chloride; Environmental science; Materials science; Groundwater; Environmental engineering; Geology; Composite material; Soil science; Soil water; Hydraulic conductivity; Metallurgy","score_opus":0.010840986462225605,"score_gpt":0.2833466627282348,"score_spread":0.2725056762660092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077046868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8279034,0.0005807238,0.14539522,0.00018467443,0.0001889686,0.00073133066,0.0011328723,0.0010947078,0.02278809],"genre_scores_gemma":[0.9550576,0.0001585122,0.040533893,0.00007692215,0.000027984617,0.00023936159,0.0007462294,0.00023509373,0.0029243617],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9872857,0.0025323087,0.0009460146,0.0013015214,0.0072363424,0.0006980472],"domain_scores_gemma":[0.97026294,0.00939149,0.0035358493,0.0068861675,0.009184936,0.0007386965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010109089,0.00071050314,0.0007316487,0.0016490325,0.00043064883,0.0023293786,0.0017631524,0.0014069089,0.0075052474],"category_scores_gemma":[0.034439575,0.0004118805,0.00091566256,0.001177611,0.00094954454,0.0022133116,0.0020270746,0.0009228763,0.0014619429],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.016518028,0.0013321358,0.032601476,0.0010887075,0.00052113476,0.0011699207,0.0006431269,0.26912647,0.4054185,0.023988346,0.0027419152,0.24485032],"study_design_scores_gemma":[0.0010669426,0.037648235,0.08572888,0.00021973636,0.000922768,0.0016945244,0.0015274737,0.27980053,0.5144361,0.016736824,0.059852757,0.00036524664],"about_ca_topic_score_codex":0.00069260073,"about_ca_topic_score_gemma":0.00051271246,"teacher_disagreement_score":0.010109089,"about_ca_system_score_codex":0.00084213103,"about_ca_system_score_gemma":0.000415696,"threshold_uncertainty_score":0.053462565},"labels":[],"label_agreement":null},{"id":"W2077292017","doi":"10.1680/gein.2010.17.3.112","title":"Permeability and internal erosion of a GCL beneath coarse gravel","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Geosynthetics; Internal erosion; Geotechnical engineering; Geomembrane; Geotextile; Erosion; Geology; Hydraulic conductivity; Permeability (electromagnetism); Compaction; Bentonite; Hydraulic head; Materials science; Levee; Soil science; Geomorphology; Soil water","score_opus":0.006239765637063703,"score_gpt":0.22805072106118734,"score_spread":0.22181095542412363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077292017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961996,0.000013080671,0.00022974542,0.000002988745,9.1804475e-7,0.0000036814183,0.000028763909,0.000011622314,0.000089204594],"genre_scores_gemma":[0.99942684,0.000010319629,0.00029527125,0.0000058182377,6.426645e-7,0.0000029355037,0.000047387748,0.000003774765,0.00020712096],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980325,0.000021896503,0.000014036956,0.000043592227,0.00006284445,0.000054438704],"domain_scores_gemma":[0.9996258,0.0001244632,0.00010382197,0.000020051322,0.0000634697,0.000062399646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026668984,0.00031903625,0.0002584008,0.0002844694,0.0002305751,0.00034226943,0.00024149929,0.00035925905,0.001250649],"category_scores_gemma":[0.00051108445,0.00012949604,0.00014906019,0.00016047113,0.00041285262,0.00027766117,0.00031814058,0.00033722742,0.00014952527],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029227903,0.00003433734,0.0027402209,0.000029094652,0.000007572233,0.00014518097,0.000115284456,0.0005103654,0.99460226,0.000015426831,0.000012227089,0.0014956984],"study_design_scores_gemma":[0.000025865,0.0014000975,0.036869396,0.000008570793,0.000025093232,0.00012711703,0.00013803806,0.0032314174,0.95781744,0.00001533348,0.00032866697,0.000012964576],"about_ca_topic_score_codex":0.0017722734,"about_ca_topic_score_gemma":0.0020136156,"teacher_disagreement_score":0.0017722734,"about_ca_system_score_codex":0.0003301949,"about_ca_system_score_gemma":0.00013352552,"threshold_uncertainty_score":0.004183829},"labels":[],"label_agreement":null},{"id":"W2078673947","doi":"10.1007/s11270-008-9843-4","title":"Modeling Methane Migration and Oxidation in Landfill Cover Materials with TOUGH2-LGM","year":2008,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Université de Sherbrooke","funders":"","keywords":"Methane; Saturation (graph theory); Anaerobic oxidation of methane; Permeability (electromagnetism); Penetration (warfare); Mechanics; Chemistry; Mathematics; Physics","score_opus":0.01104867269565808,"score_gpt":0.19659147774668195,"score_spread":0.18554280505102388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078673947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98656195,0.00010770377,0.004125037,0.00025197424,0.000045603254,0.00004446507,0.0010229823,0.0002589481,0.007581301],"genre_scores_gemma":[0.9946747,0.000046057692,0.0030800153,0.00004804201,0.000012464958,0.000034334404,0.00038684419,0.00004825452,0.0016692864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997887,0.000053742926,0.000010747478,0.00004057557,0.000032220778,0.00007408613],"domain_scores_gemma":[0.9994911,0.00024324124,0.000051848452,0.000044243567,0.00009572199,0.000073839525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000512398,0.0009276421,0.0009786857,0.0005746569,0.0009419224,0.0010128461,0.0015880541,0.002290855,0.0029031427],"category_scores_gemma":[0.0010547527,0.0007782821,0.001430126,0.0010178181,0.00077175425,0.0009273889,0.00074949826,0.00093126943,0.00029047613],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013271866,0.0000773356,0.0046085226,0.000026357748,0.000033278986,0.00005960317,0.000019264275,0.99270976,0.00070425577,0.00040720304,0.0001546577,0.0010669316],"study_design_scores_gemma":[0.000043854106,0.000035758017,0.0013164304,0.0000027693504,0.000014455207,0.000005321213,0.000024544597,0.9977863,0.00048594276,0.00014106564,0.00013418845,0.000009316701],"about_ca_topic_score_codex":0.17626877,"about_ca_topic_score_gemma":0.08440749,"teacher_disagreement_score":0.17626877,"about_ca_system_score_codex":0.0022455628,"about_ca_system_score_gemma":0.0019202618,"threshold_uncertainty_score":0.3504855},"labels":[],"label_agreement":null},{"id":"W2079204459","doi":"10.1007/s00254-008-1411-0","title":"Effect of salt of various concentrations on liquid limit, and hydraulic conductivity of different soil-bentonite mixtures","year":2008,"lang":"en","type":"article","venue":"Environmental Geology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":82,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bentonite; Atterberg limits; Hydraulic conductivity; Chemistry; Salt (chemistry); Conductivity; Sodium; Soil water; Analytical Chemistry (journal); Nuclear chemistry; Chromatography; Soil science; Geology; Geotechnical engineering","score_opus":0.0071278873096662036,"score_gpt":0.2135175317527442,"score_spread":0.206389644443078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079204459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881953,0.0002539991,0.0003335099,0.000027592898,0.000012930028,0.000007944466,0.00015122436,0.000014495659,0.00037872457],"genre_scores_gemma":[0.99798584,0.0001670921,0.0006229986,0.000031673648,0.0000064677142,0.000008436608,0.00023220619,0.000009559565,0.00093583605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996245,0.000085417145,0.00008098602,0.00006798316,0.000084191415,0.000056861136],"domain_scores_gemma":[0.9990834,0.00039552018,0.0001367794,0.000045335306,0.00018439993,0.00015468939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035828733,0.00032436382,0.0003281576,0.00018858713,0.00018229776,0.00046288234,0.00028427772,0.00035762312,0.0012950358],"category_scores_gemma":[0.0012200995,0.00024323867,0.00024308261,0.00018700639,0.00028966498,0.0005223834,0.00029808687,0.0003747765,0.00021626179],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005582469,0.00010119319,0.0028974065,0.0001406855,0.00005527174,0.0000943981,0.00011897245,0.0008849388,0.9870617,0.000094499796,0.00005559708,0.002912848],"study_design_scores_gemma":[0.000020855543,0.0005783262,0.0023553025,0.0000056059603,0.00003113162,0.00003362941,0.000051577957,0.0008819095,0.99562126,0.000020996435,0.00038997838,0.000009366932],"about_ca_topic_score_codex":0.0024896755,"about_ca_topic_score_gemma":0.0033802006,"teacher_disagreement_score":0.0024896755,"about_ca_system_score_codex":0.00020597874,"about_ca_system_score_gemma":0.00042798053,"threshold_uncertainty_score":0.004950404},"labels":[],"label_agreement":null},{"id":"W2079393887","doi":"10.1007/s10163-012-0053-1","title":"Evaluation of the potential methane yield of industrial wastewaters used in bioreactor landfills","year":2012,"lang":"en","type":"article","venue":"Journal of Material Cycles and Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Bayer Canada","keywords":"Wastewater; Methane; Bioreactor; Environmental science; Bioreactor landfill; Moisture; Industrial wastewater treatment; Waste management; Pulp and paper industry; Environmental engineering; Chemistry; Engineering","score_opus":0.03585889813150115,"score_gpt":0.2458090051137897,"score_spread":0.20995010698228855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079393887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991547,0.000112966336,0.0003209202,0.00001235314,0.000002605122,0.000009714361,0.000096055315,0.0000048175775,0.00028581644],"genre_scores_gemma":[0.99888104,0.00015474923,0.00034432692,0.000006373348,0.0000017355387,0.000011482108,0.0001482158,0.0000035838118,0.00044839625],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993874,0.00016607893,0.000041552885,0.000050127273,0.00024524494,0.000109488654],"domain_scores_gemma":[0.999665,0.00010303751,0.000049276627,0.000019184907,0.0001288464,0.000034636894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007217774,0.00044272566,0.00040633208,0.0005266043,0.0003949399,0.00051886623,0.0003175424,0.0006143337,0.0007702829],"category_scores_gemma":[0.0007804835,0.00014036764,0.0006025301,0.00053272845,0.00025451722,0.00049429334,0.00041145607,0.000340381,0.0002418027],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020216536,0.00027303028,0.0093574505,0.00013503275,0.00003619156,0.00011628123,0.00007458561,0.0020189092,0.97793865,0.000059861017,0.000038624086,0.007929813],"study_design_scores_gemma":[0.000015564732,0.0019281775,0.009969102,0.000006930686,0.000038577822,0.000045900895,0.00015507267,0.0023644215,0.9851673,0.00003211102,0.0002698574,0.0000070107385],"about_ca_topic_score_codex":0.00256016,"about_ca_topic_score_gemma":0.0037317732,"teacher_disagreement_score":0.00256016,"about_ca_system_score_codex":0.00071099144,"about_ca_system_score_gemma":0.00047488572,"threshold_uncertainty_score":0.005158663},"labels":[],"label_agreement":null},{"id":"W2080184220","doi":"10.1016/j.soilbio.2012.04.011","title":"Varying atmospheric methane concentrations affect soil methane oxidation rates and methanotroph populations in pasture, an adjacent pine forest, and a landfill","year":2012,"lang":"en","type":"article","venue":"Soil Biology and Biochemistry","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Victoria","keywords":"Anaerobic oxidation of methane; Pasture; Methanotroph; Soil water; Environmental chemistry; Methane; Flux (metallurgy); Environmental science; Chemistry; Atmospheric methane; Aeration; Soil science; Agronomy; Biology","score_opus":0.02091332270900787,"score_gpt":0.28698888966137254,"score_spread":0.2660755669523647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080184220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99992394,0.0000061979918,0.000008346381,0.000002259336,2.9420477e-7,4.259397e-7,0.000012523429,4.736016e-7,0.00004559463],"genre_scores_gemma":[0.9997907,0.000009012594,0.000030176509,0.0000039287966,5.836105e-7,0.000001243564,0.000041855877,5.493347e-7,0.0001219165],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999045,0.000019098583,0.0000054244197,0.000022874845,0.000012398895,0.00003558451],"domain_scores_gemma":[0.9997644,0.00007858779,0.000053168424,0.000009931061,0.000023906174,0.000069961796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000136466,0.00015311381,0.00018505733,0.00025472115,0.0005238174,0.00041435502,0.0002549714,0.00024391539,0.00055151765],"category_scores_gemma":[0.00025727955,0.0001942513,0.00019985257,0.00024096017,0.00044251492,0.00028258612,0.00020710992,0.0002545944,0.00006739922],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0067708283,0.0006664684,0.6093343,0.00003984626,0.000121085606,0.00039847518,0.0008776353,0.0007584946,0.37654167,0.00012775292,0.000107555155,0.004255855],"study_design_scores_gemma":[0.000014147412,0.00045075765,0.98408496,0.0000013620227,0.00003440227,0.00010524704,0.0006493034,0.001109382,0.013389464,0.000045837965,0.000109883666,0.000005188421],"about_ca_topic_score_codex":0.020884331,"about_ca_topic_score_gemma":0.04040112,"teacher_disagreement_score":0.020884331,"about_ca_system_score_codex":0.00059109763,"about_ca_system_score_gemma":0.00034290814,"threshold_uncertainty_score":0.041525543},"labels":[],"label_agreement":null},{"id":"W2083201537","doi":"10.1016/j.wasman.2006.12.017","title":"Performance results from the Tucumán solid waste bioreactor","year":2007,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Conestoga College; Google (Canada)","funders":"Industry Canada; Government of Canada","keywords":"Bioreactor; Leachate; Biogas; Mesophile; Municipal solid waste; Environmental science; Subsidence; Pulp and paper industry; Waste management; Chemistry; Engineering; Biology","score_opus":0.011937448997461849,"score_gpt":0.22001517750227417,"score_spread":0.20807772850481232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083201537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979855,0.0002516447,0.0005242121,0.000037187714,0.000007598548,0.00001081007,0.00021235581,0.000040198614,0.0009304198],"genre_scores_gemma":[0.9957521,0.0003534148,0.0009136078,0.000030510553,0.0000065219947,0.0000130925755,0.00049083936,0.0000209121,0.0024189297],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99935013,0.00012536379,0.000059432532,0.00008716834,0.00022328868,0.00015469085],"domain_scores_gemma":[0.99961555,0.00007971111,0.00003199893,0.000025333116,0.0002098236,0.00003751125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093528826,0.00069574354,0.00075979327,0.0005355684,0.00096241926,0.00086527,0.00039735192,0.0007617834,0.0012299166],"category_scores_gemma":[0.0006193919,0.00016092346,0.00049993326,0.00075907685,0.00029539838,0.0005962714,0.00045722915,0.0004951176,0.0005790882],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018943412,0.00044514725,0.0033045223,0.00011360818,0.000033498512,0.00010079881,0.00009092685,0.0031893984,0.97838926,0.00007746208,0.00031445376,0.012046632],"study_design_scores_gemma":[0.000029062148,0.0018685354,0.005437004,0.0000040637246,0.00004380982,0.00003742781,0.000095536525,0.0025038389,0.9892244,0.000023954548,0.00071940036,0.000013049039],"about_ca_topic_score_codex":0.022673901,"about_ca_topic_score_gemma":0.021644471,"teacher_disagreement_score":0.022673901,"about_ca_system_score_codex":0.0011532139,"about_ca_system_score_gemma":0.00082522095,"threshold_uncertainty_score":0.04508388},"labels":[],"label_agreement":null},{"id":"W2084504052","doi":"10.1061/(asce)gt.1943-5606.0000526","title":"Water-Retention Behavior of Geosynthetic Clay Liners","year":2011,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":90,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geosynthetics; Geotechnical engineering; Materials science; Wetting; Water content; Water retention; Composite material; Punching; Moisture; Hydraulic conductivity; Soil water; Environmental science; Geology; Soil science","score_opus":0.0114802665535115,"score_gpt":0.18416526024358856,"score_spread":0.17268499369007706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084504052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917775,0.000064885724,0.00052326557,0.000004867915,0.000001113866,0.0000037256061,0.00007590664,0.000023811623,0.00012466835],"genre_scores_gemma":[0.9988457,0.00006517332,0.000649664,0.0000073764504,0.0000011078681,0.0000063507828,0.00010280452,0.0000090827125,0.00031285133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997613,0.000028556626,0.00001608866,0.000048351652,0.00010994446,0.00003575404],"domain_scores_gemma":[0.9996136,0.000096224336,0.00015053432,0.000022632634,0.00007957362,0.000037445698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031029675,0.00025098474,0.00017801567,0.00043845977,0.000106912536,0.00025039364,0.00022681858,0.00022622463,0.0008751917],"category_scores_gemma":[0.0006738427,0.000113262024,0.00016905156,0.00032647655,0.0002241057,0.00040846443,0.00019313728,0.00020837365,0.00018550889],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012325654,0.000017319073,0.0016636747,0.0000371971,0.00000653874,0.000044653847,0.000089145724,0.0007776237,0.99395025,0.00002754383,0.000024272156,0.0032386067],"study_design_scores_gemma":[0.00000615401,0.0004015813,0.011358518,0.0000045769543,0.000009647376,0.00005802813,0.00010492236,0.0040086596,0.9835775,0.000019132689,0.00043223306,0.000019188057],"about_ca_topic_score_codex":0.00085266214,"about_ca_topic_score_gemma":0.0016473981,"teacher_disagreement_score":0.0008751917,"about_ca_system_score_codex":0.00025640754,"about_ca_system_score_gemma":0.0001011771,"threshold_uncertainty_score":0.0029278398},"labels":[],"label_agreement":null},{"id":"W2084620712","doi":"10.1016/j.jhazmat.2007.11.056","title":"Compacted artificially cemented soil–acid leachate contaminant interactions: Breakthrough curves and transport parameters","year":2007,"lang":"en","type":"article","venue":"Journal of Hazardous Materials","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Leachate; Cement; Hydraulic conductivity; Soil water; Percolation (cognitive psychology); Effluent; Chemistry; Contamination; Environmental chemistry; Geotechnical engineering; Environmental science; Environmental engineering; Soil science; Materials science; Composite material; Geology","score_opus":0.015180856754064016,"score_gpt":0.2519446482432467,"score_spread":0.23676379148918267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084620712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985923,0.00013474612,0.000981449,0.000010418227,0.00000589282,0.000005095348,0.00011097727,0.000016609538,0.00014239167],"genre_scores_gemma":[0.99798584,0.00010747877,0.00088416296,0.000006206768,0.000004551539,0.000005888545,0.00026619877,0.000009140995,0.00073055946],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996848,0.00003785292,0.000028767476,0.00008790474,0.000106763524,0.000054008353],"domain_scores_gemma":[0.9994574,0.00019851195,0.00013455555,0.00004660629,0.00011483229,0.00004814869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028126474,0.00034278736,0.00042005233,0.0002472119,0.00019372618,0.00036242954,0.00039812727,0.00031578532,0.0011787505],"category_scores_gemma":[0.0006617545,0.00016033699,0.00024817733,0.00036282293,0.00036287276,0.00035102357,0.0002529906,0.00039906127,0.00020981547],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013832081,0.0001107918,0.0018026718,0.000052574407,0.0000203608,0.00003888357,0.000052107942,0.0016693635,0.9924574,0.000046697944,0.00004073417,0.002325252],"study_design_scores_gemma":[0.000024473486,0.00079222064,0.00622727,0.0000033138701,0.00003078866,0.0000620057,0.000051774656,0.0037065535,0.9886586,0.00002686062,0.00040619235,0.000009987857],"about_ca_topic_score_codex":0.006191728,"about_ca_topic_score_gemma":0.004770744,"teacher_disagreement_score":0.006191728,"about_ca_system_score_codex":0.00047647796,"about_ca_system_score_gemma":0.00030314128,"threshold_uncertainty_score":0.012311399},"labels":[],"label_agreement":null},{"id":"W2084911014","doi":"10.1061/(asce)hz.2153-5515.0000262","title":"Effect of High pH Found in Low-Level Radioactive Waste Leachates on the Antioxidant Depletion of a HDPE Geomembrane","year":2015,"lang":"en","type":"article","venue":"Journal of Hazardous Toxic and Radioactive Waste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Leachate; High-density polyethylene; Geomembrane; Antioxidant; Chemistry; Polyethylene; Environmental chemistry; Waste management; Nuclear chemistry; Materials science; Organic chemistry; Composite material","score_opus":0.014016840841231119,"score_gpt":0.2342021160954581,"score_spread":0.220185275254227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084911014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914205,0.00016670661,0.00038218958,0.000013761942,0.000004718529,0.000010022124,0.000060243292,0.000008390105,0.00021178577],"genre_scores_gemma":[0.9982601,0.0002384728,0.000906152,0.000018003351,0.000002424792,0.000012598307,0.00006741828,0.000003418634,0.0004914769],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984705,0.000027935257,0.000019356683,0.000029640576,0.00004224205,0.0000338881],"domain_scores_gemma":[0.9997662,0.00006817733,0.00007177322,0.000013634686,0.00005782103,0.0000224558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031160977,0.00025449076,0.00028857618,0.000119897166,0.00019680147,0.00036017605,0.00015908747,0.0002812379,0.0005813905],"category_scores_gemma":[0.00034101467,0.00012712798,0.00026235337,0.00014572481,0.0002332437,0.00030021535,0.00024672895,0.0003653691,0.00010255301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042073455,0.00003348558,0.0011178073,0.000075035874,0.000015726888,0.00006671086,0.00004682527,0.00025460217,0.99615663,0.000016817805,0.000013636785,0.0017820196],"study_design_scores_gemma":[0.0000049714963,0.00053032284,0.0033148008,0.000004525991,0.00001831279,0.00003157628,0.000053597778,0.0003280126,0.99548656,0.0000080584,0.00021493442,0.0000044406606],"about_ca_topic_score_codex":0.0009463712,"about_ca_topic_score_gemma":0.0018511597,"teacher_disagreement_score":0.0009463712,"about_ca_system_score_codex":0.00022067703,"about_ca_system_score_gemma":0.00018715407,"threshold_uncertainty_score":0.0019448996},"labels":[],"label_agreement":null},{"id":"W2084933259","doi":"10.1139/t10-018","title":"Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"U.S. Nuclear Regulatory Commission; U.S. Environmental Protection Agency","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Bentonite; Geotechnical engineering; Water flow; Geomembrane; Geology; Soil water; Soil science","score_opus":0.007055010823362355,"score_gpt":0.19580988457761656,"score_spread":0.1887548737542542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084933259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998423,0.000009058627,0.000059738668,0.0000014802376,2.8585671e-7,0.000002990288,0.000021740425,0.0000028122408,0.00005954062],"genre_scores_gemma":[0.999151,0.000018856546,0.00037497448,0.0000065182453,9.95788e-7,0.000006485927,0.00012986484,0.000005199922,0.00030621112],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979776,0.000015037729,0.000007900467,0.00006319563,0.00005710077,0.00005902987],"domain_scores_gemma":[0.99980026,0.000028024593,0.000070171714,0.0000096661515,0.000046570196,0.000045291148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016963415,0.00035668045,0.00031951017,0.0004884732,0.0004054004,0.0005078347,0.0002603182,0.00031861954,0.0005288422],"category_scores_gemma":[0.0003065986,0.0002554581,0.00021321664,0.00030687993,0.00048476012,0.0003962587,0.00044350393,0.00025707897,0.00009842126],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040044598,0.000040439023,0.028100371,0.000029508778,0.000012058357,0.00017571305,0.000417142,0.0001702803,0.96898896,0.000023267286,0.000013836752,0.0016280056],"study_design_scores_gemma":[0.000029177978,0.00094704406,0.6387844,0.000011586568,0.000032246047,0.0003326681,0.0013783155,0.0015807222,0.35577834,0.00004978939,0.0010508156,0.000024948777],"about_ca_topic_score_codex":0.012335595,"about_ca_topic_score_gemma":0.021362232,"teacher_disagreement_score":0.012335595,"about_ca_system_score_codex":0.00068457605,"about_ca_system_score_gemma":0.00036063007,"threshold_uncertainty_score":0.02452761},"labels":[],"label_agreement":null},{"id":"W2084941025","doi":"10.1016/j.geotexmem.2014.08.002","title":"Heat and moisture migration in a geomembrane–GCL composite liner subjected to high temperatures and low vertical stresses","year":2014,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Cardiff University","keywords":"Geomembrane; Geosynthetic clay liner; Subgrade; Geotechnical engineering; Moisture; Materials science; Composite number; Composite material; Water content; Environmental science; Geology; Soil science; Soil water","score_opus":0.0027143841419688774,"score_gpt":0.1879834279243577,"score_spread":0.18526904378238884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084941025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99938416,0.00001150506,0.00020342568,0.000016308675,0.000005234405,0.0000037624816,0.00006172405,0.000019035688,0.00029474462],"genre_scores_gemma":[0.99945694,0.00000676422,0.000120083016,0.00000618682,0.0000010769356,0.0000027443061,0.00003321461,0.00000392153,0.00036898436],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986494,0.000014815445,0.0000063192488,0.000039791445,0.000035196295,0.00003891649],"domain_scores_gemma":[0.9997974,0.000062547806,0.000040177,0.000018688354,0.000044582128,0.00003664911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022648965,0.00021131338,0.00046114187,0.00030590722,0.00061908824,0.00057804026,0.00041369826,0.0007080103,0.0034101994],"category_scores_gemma":[0.00029742264,0.00019855,0.00034552108,0.00026771933,0.00082700246,0.00044222083,0.00031311813,0.00049190986,0.00033613],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0057105324,0.0006487565,0.017215814,0.00010748044,0.000050127444,0.0012989906,0.00050123263,0.03778072,0.9278818,0.00033217674,0.00056929473,0.007903087],"study_design_scores_gemma":[0.00022758373,0.003695206,0.19360885,0.000027044425,0.00010439146,0.00032804417,0.002263737,0.2447977,0.5531367,0.00028849338,0.0013610689,0.0001612169],"about_ca_topic_score_codex":0.0057018455,"about_ca_topic_score_gemma":0.004151129,"teacher_disagreement_score":0.0057018455,"about_ca_system_score_codex":0.00051180494,"about_ca_system_score_gemma":0.00029935536,"threshold_uncertainty_score":0.01140821},"labels":[],"label_agreement":null},{"id":"W2085896347","doi":"10.1680/gein.2010.17.5.301","title":"Development of suction measurement techniques to quantify the water retention behaviour of GCLs","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment; Ontario Centres of Excellence; Ontario Innovation Trust","keywords":"Geosynthetic clay liner; Geosynthetics; Suction; Water content; Geotechnical engineering; Moisture; Environmental science; Hydraulic conductivity; Water retention; Geomembrane; Materials science; Subsoil; Soil science; Soil water; Composite material; Geology; Engineering; Mechanical engineering","score_opus":0.02914110041545105,"score_gpt":0.25987139077150073,"score_spread":0.2307302903560497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085896347","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47906163,0.0032537926,0.5101838,0.00031670506,0.0002001689,0.00048525538,0.0013782063,0.0014449209,0.0036755165],"genre_scores_gemma":[0.6808441,0.0016172729,0.31357992,0.00023046532,0.000056332632,0.0005992304,0.00054805866,0.000075038544,0.0024495393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991405,0.00013366838,0.000057555335,0.00018620686,0.00044183005,0.00004023451],"domain_scores_gemma":[0.998684,0.0004244918,0.00029999384,0.00012481345,0.0004309591,0.00003568096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011446489,0.00063264405,0.00025736273,0.0009765779,0.00022759584,0.00046853392,0.00064875465,0.0006687769,0.0008006834],"category_scores_gemma":[0.0017865723,0.00032022744,0.00020003408,0.0006734081,0.00047978087,0.0007187942,0.00051653635,0.0007419594,0.00042660112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021283518,0.000028227238,0.0010160783,0.000102316895,0.000008246478,0.000017033666,0.000059702717,0.00020171973,0.98564297,0.00017602916,0.000110889305,0.012615463],"study_design_scores_gemma":[0.000004595271,0.00015045037,0.0037184854,0.000013781179,0.000011430896,0.000072128656,0.000060447874,0.004089708,0.98933303,0.00007765051,0.0024503416,0.000018054103],"about_ca_topic_score_codex":0.0005601397,"about_ca_topic_score_gemma":0.0018742335,"teacher_disagreement_score":0.0011446489,"about_ca_system_score_codex":0.00033535846,"about_ca_system_score_gemma":0.00033592162,"threshold_uncertainty_score":0.006053567},"labels":[],"label_agreement":null},{"id":"W2087806556","doi":"10.2134/jeq2006.0501","title":"Methane Oxidation in an Intensively Cropped Tropical Rice Field Soil under Long‐Term Application of Organic and Mineral Fertilizers","year":2007,"lang":"en","type":"article","venue":"Journal of Environmental Quality","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Indian Council of Agricultural Research","keywords":"Compost; Methane; Chemistry; Anaerobic oxidation of methane; Paddy field; Fertilizer; Agronomy; Environmental chemistry; Biology","score_opus":0.02312197227061018,"score_gpt":0.3081135138066593,"score_spread":0.2849915415360491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087806556","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995796,0.00013047022,0.000064682245,0.000007998043,0.0000042698957,0.000004488789,0.00012041945,0.000003125895,0.00008490523],"genre_scores_gemma":[0.99851805,0.00023419507,0.00048395328,0.000017106737,0.0000060389307,0.000016193475,0.0002842202,0.0000034022253,0.00043687338],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99982244,0.000022829468,0.000013006177,0.00006513591,0.000029181854,0.000047397098],"domain_scores_gemma":[0.99973947,0.000051104995,0.00006857655,0.000019561803,0.000051134342,0.00007024324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026420358,0.0004298585,0.00044105214,0.00025336692,0.0002555794,0.00036438176,0.00027474214,0.00032303896,0.0002896302],"category_scores_gemma":[0.00018727813,0.00017016681,0.00033118768,0.00027214424,0.0002511341,0.00021646787,0.00026212234,0.0003247806,0.00008456538],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012332719,0.00007699232,0.0052155196,0.00007473704,0.000025955227,0.0000857799,0.000046441368,0.00021799964,0.9915651,0.000012823685,0.000019759109,0.0014255887],"study_design_scores_gemma":[0.000096445874,0.007436002,0.21262138,0.000025261304,0.00016372751,0.00028223853,0.00044991565,0.0034156956,0.7744179,0.00006001462,0.0009853592,0.00004606486],"about_ca_topic_score_codex":0.009069875,"about_ca_topic_score_gemma":0.008733198,"teacher_disagreement_score":0.009069875,"about_ca_system_score_codex":0.0005675707,"about_ca_system_score_gemma":0.0005446543,"threshold_uncertainty_score":0.01803416},"labels":[],"label_agreement":null},{"id":"W2089322634","doi":"10.1016/j.seppur.2014.11.035","title":"Influence of pH on the membrane behavior of bentonite amended Fukakusa clay","year":2014,"lang":"en","type":"article","venue":"Separation and Purification Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Japan Society for the Promotion of Science; Kyoto University; National Natural Science Foundation of China; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Bentonite; Membrane; Scanning electron microscope; Chemistry; Swelling; Chemical engineering; Clay minerals; Geosynthetic clay liner; Mineralogy; Materials science; Geology; Composite material; Soil water; Soil science; Hydraulic conductivity","score_opus":0.010537133157508503,"score_gpt":0.2573151783063704,"score_spread":0.2467780451488619,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089322634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99948525,0.00012231684,0.00014748289,0.000014470323,0.00000693052,0.0000028336071,0.00005138612,0.000005021575,0.00016430327],"genre_scores_gemma":[0.9992786,0.00011306647,0.00016288621,0.000011145773,0.000001935783,0.000002592284,0.000062500934,0.0000028417396,0.00036456314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983704,0.00002575121,0.000018733277,0.00002879519,0.000037261685,0.000052324864],"domain_scores_gemma":[0.99975365,0.00009263595,0.00004111103,0.000015798512,0.00006671873,0.000030003532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017771617,0.00023963567,0.00023015798,0.00012276048,0.00018017982,0.00033562025,0.00018004568,0.00036619557,0.0008340708],"category_scores_gemma":[0.00042923386,0.00017252352,0.000251447,0.00017358619,0.00016531794,0.00031649123,0.00015864,0.00037160024,0.00013875609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053615513,0.000033710105,0.00093247223,0.000058572034,0.000016127091,0.00008628511,0.00006060827,0.00023836104,0.99687445,0.000017153387,0.000015894577,0.0011301964],"study_design_scores_gemma":[0.000010452435,0.0004437065,0.008790141,0.0000056567583,0.000027616032,0.00005226582,0.00011057037,0.0009204919,0.98930323,0.000012110291,0.0003133498,0.000010329667],"about_ca_topic_score_codex":0.002700268,"about_ca_topic_score_gemma":0.0026717517,"teacher_disagreement_score":0.002700268,"about_ca_system_score_codex":0.00018295617,"about_ca_system_score_gemma":0.0001747655,"threshold_uncertainty_score":0.005369127},"labels":[],"label_agreement":null},{"id":"W2089760579","doi":"10.1007/s10163-015-0372-0","title":"Investigating the performance of aerobic, semi-aerobic, and anaerobic bioreactor landfills for MSW management in developing countries","year":2015,"lang":"en","type":"article","venue":"Journal of Material Cycles and Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Bioreactor; Anaerobic exercise; Bioreactor landfill; Leachate; Biogas; Pulp and paper industry; Biogas production; Environmental science; Waste management; Methane; Aeration; Chemical oxygen demand; Chemistry; Environmental engineering; Anaerobic digestion; Wastewater; Biology; Engineering","score_opus":0.016556359297338986,"score_gpt":0.22953931182590215,"score_spread":0.21298295252856317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089760579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996623,0.000052372226,0.00007404865,0.0000064074507,6.6783974e-7,0.000005050553,0.000035052642,6.366151e-7,0.00016335904],"genre_scores_gemma":[0.9992267,0.00019479326,0.00026393635,0.000006087443,9.542764e-7,0.000008415289,0.000059583857,9.2396675e-7,0.00023855579],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995414,0.000112479654,0.00005745068,0.000055030658,0.00010153049,0.00013217874],"domain_scores_gemma":[0.99960536,0.00012432234,0.00008420346,0.000017423756,0.00013290199,0.000035844358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009860491,0.0003556162,0.00042635744,0.00053772103,0.000531708,0.00097109855,0.00037753084,0.0003448524,0.000643321],"category_scores_gemma":[0.00066693017,0.00015078293,0.00041342998,0.0009143562,0.00032142736,0.0006644543,0.00034082975,0.000229431,0.00014062914],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005393976,0.0013924685,0.143885,0.0006651273,0.00014670457,0.00053447817,0.0014296116,0.007780165,0.8066534,0.00065311004,0.00015900745,0.031306915],"study_design_scores_gemma":[0.00006358167,0.010740018,0.2568192,0.0000711181,0.00030448326,0.00030098672,0.0075848093,0.007352673,0.7142861,0.00028657194,0.0021514562,0.00003903195],"about_ca_topic_score_codex":0.012430251,"about_ca_topic_score_gemma":0.0191582,"teacher_disagreement_score":0.012430251,"about_ca_system_score_codex":0.0011130802,"about_ca_system_score_gemma":0.0011209826,"threshold_uncertainty_score":0.024715781},"labels":[],"label_agreement":null},{"id":"W2092122745","doi":"10.1016/j.wasman.2010.10.008","title":"Can soil gas profiles be used to assess microbial CH4 oxidation in landfill covers?","year":2010,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":67,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Anaerobic oxidation of methane; Landfill gas; Biofilter; Methane; Chemistry; Environmental chemistry; Environmental engineering; Environmental science","score_opus":0.018671965286710005,"score_gpt":0.23613208446665723,"score_spread":0.21746011917994723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092122745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99018574,0.0012274366,0.0060469722,0.00026794942,0.000030410623,0.00004823276,0.0005825702,0.000056261266,0.0015543503],"genre_scores_gemma":[0.99597955,0.00089844054,0.0023498826,0.00008909096,0.000008803626,0.000026175188,0.00023925229,0.000009843021,0.00039891526],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995415,0.00016353073,0.000018900273,0.00006414095,0.00011997698,0.000091849986],"domain_scores_gemma":[0.9996865,0.00012021786,0.000060538354,0.000021789672,0.00008414478,0.000026870548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011092484,0.0006874347,0.0005756083,0.00068465725,0.00031327398,0.0012654389,0.00040163167,0.0016054773,0.0005717253],"category_scores_gemma":[0.0013039501,0.00031112737,0.00040288677,0.00078607263,0.0005041115,0.0013805224,0.000363592,0.00035359684,0.00028719698],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018852476,0.0003220797,0.31164938,0.00045186304,0.00027616776,0.00016432817,0.00024756888,0.0075115375,0.60808223,0.00044260672,0.00034026022,0.06862675],"study_design_scores_gemma":[0.000046584482,0.0017854617,0.3292704,0.0000893956,0.0002514455,0.00025916178,0.0019184999,0.029410535,0.6301066,0.0023029135,0.0044879313,0.000071038136],"about_ca_topic_score_codex":0.008744793,"about_ca_topic_score_gemma":0.014856592,"teacher_disagreement_score":0.008744793,"about_ca_system_score_codex":0.000524131,"about_ca_system_score_gemma":0.0006115638,"threshold_uncertainty_score":0.017387807},"labels":[],"label_agreement":null},{"id":"W2094434093","doi":"10.1016/j.envpol.2011.02.029","title":"Field-scale operation of methane biofiltration systems to mitigate point source methane emissions","year":2011,"lang":"en","type":"article","venue":"Environmental Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Methane; Environmental science; Volume (thermodynamics); Moisture; Control volume; Advection; Biofilter; Greenhouse gas; Flux (metallurgy); Carbon dioxide; Environmental engineering; Chemistry; Soil science; Mechanics; Geology; Thermodynamics","score_opus":0.014864037020008299,"score_gpt":0.21927713150234884,"score_spread":0.20441309448234055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094434093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994648,0.0000334369,0.00025539607,0.000017819904,0.00000404351,0.00002015958,0.00006831687,0.000008748111,0.00012722911],"genre_scores_gemma":[0.99750584,0.00010363934,0.0014965752,0.000020678863,0.000003196322,0.000042821983,0.0001806084,0.000003861852,0.0006428939],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997181,0.00006254011,0.00001799143,0.00005627303,0.000073955816,0.00007107617],"domain_scores_gemma":[0.99970764,0.00008237552,0.00004706772,0.000026510257,0.000098128614,0.000038335842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005727603,0.00038750845,0.00037551805,0.00023095902,0.0006092823,0.0004974256,0.00056177797,0.00043381608,0.00069826795],"category_scores_gemma":[0.0005193071,0.00016885599,0.0003833031,0.00025763255,0.00028644467,0.00052776485,0.00023877197,0.0005639083,0.00008121524],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022739395,0.0031810834,0.0053582173,0.00014761309,0.00003788184,0.000042761454,0.00015077046,0.001963704,0.9734019,0.00009645628,0.00029494177,0.013050932],"study_design_scores_gemma":[0.00025867712,0.013296485,0.03404748,0.000012444893,0.0000829459,0.000071768496,0.00035976715,0.0071057966,0.9435071,0.00009120178,0.0011364049,0.00003000906],"about_ca_topic_score_codex":0.01760297,"about_ca_topic_score_gemma":0.024884336,"teacher_disagreement_score":0.01760297,"about_ca_system_score_codex":0.0012716588,"about_ca_system_score_gemma":0.0008502481,"threshold_uncertainty_score":0.03500104},"labels":[],"label_agreement":null},{"id":"W2095237672","doi":"10.1016/j.wasman.2007.06.003","title":"Modelling of stable isotope fractionation by methane oxidation and diffusion in landfill cover soils","year":2007,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of Calgary","funders":"","keywords":"Anaerobic oxidation of methane; Methane; Fractionation; Soil water; Stable isotope ratio; Chemistry; Isotope fractionation; Diffusion; Environmental chemistry; Isotope; Isotopes of carbon; Soil science; Environmental science; Total organic carbon; Chromatography; Thermodynamics; Organic chemistry","score_opus":0.01212776962210718,"score_gpt":0.21763965466017104,"score_spread":0.20551188503806386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095237672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99276555,0.0001757871,0.004138734,0.00014137989,0.0000134704,0.000027034419,0.00031377812,0.00006615653,0.0023580405],"genre_scores_gemma":[0.9978405,0.00012380883,0.00094031787,0.000011605043,0.0000041363746,0.000021211761,0.00012337227,0.000020359348,0.00091457664],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998609,0.000035972607,0.000009137387,0.000030180063,0.000022126329,0.000041608666],"domain_scores_gemma":[0.99947816,0.00035158565,0.000040003928,0.000024353461,0.000061934836,0.00004392826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004805452,0.0008335364,0.0008585639,0.0005331646,0.00060056156,0.0013822847,0.0010847449,0.0019790235,0.0014188105],"category_scores_gemma":[0.0011100988,0.0007035999,0.0008894285,0.00090104877,0.0007675794,0.0012365663,0.0004104913,0.0006727092,0.0001580409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018692118,0.00006407761,0.0035606944,0.000034961577,0.000026170006,0.000049706578,0.000028973303,0.98969007,0.0041405866,0.0008051138,0.00006160715,0.0013511153],"study_design_scores_gemma":[0.00004322887,0.000034850644,0.0013835822,0.0000023611558,0.000011133465,0.000007113379,0.00002424485,0.9962132,0.0018057892,0.0003495183,0.000114224014,0.0000108074955],"about_ca_topic_score_codex":0.09389143,"about_ca_topic_score_gemma":0.038667336,"teacher_disagreement_score":0.09389143,"about_ca_system_score_codex":0.0031050872,"about_ca_system_score_gemma":0.0014780486,"threshold_uncertainty_score":0.18668985},"labels":[],"label_agreement":null},{"id":"W2096369355","doi":"10.1016/j.geotexmem.2005.01.001","title":"A comparative assessment of volatile organic compound (VOC) sorption to various types of potential GCL bentonites","year":2005,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sorption; Bentonite; Trichloroethylene; Volatile organic compound; Environmental chemistry; Activated carbon; Geosynthetic clay liner; Waste management; Toluene; Dichloromethane; Municipal solid waste; Chemistry; Environmental science; Environmental engineering; Pulp and paper industry; Chemical engineering; Adsorption; Organic chemistry; Hydraulic conductivity; Soil water; Soil science","score_opus":0.008404643974144303,"score_gpt":0.2506707699974219,"score_spread":0.24226612602327757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096369355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990042,0.00013806016,0.0002519107,0.000005487965,0.0000015625805,0.000009650841,0.00013572429,0.000005029124,0.0004483628],"genre_scores_gemma":[0.9978695,0.00019898785,0.00045800803,0.0000108224285,0.0000013027483,0.000009927119,0.00021988756,0.000004161315,0.0012274237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997992,0.000036225723,0.000013027723,0.000038244845,0.0000771972,0.00003615766],"domain_scores_gemma":[0.99978834,0.000040224637,0.000025539117,0.00001674042,0.00009871343,0.00003050243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023926674,0.00032165172,0.0002650238,0.00035858035,0.00033319014,0.00034522638,0.00020927202,0.00035011285,0.0010195752],"category_scores_gemma":[0.0003414182,0.00013337142,0.0002708722,0.0003742367,0.00017680075,0.00032501045,0.00020860028,0.00018169369,0.00020295153],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043987107,0.000044083485,0.0027270964,0.000068350026,0.0000144744545,0.00003319042,0.000038498696,0.00043294535,0.9923924,0.000022918133,0.000017782162,0.0037683453],"study_design_scores_gemma":[0.000010431911,0.001479346,0.028976277,0.0000073969795,0.00003544903,0.000079512436,0.00013233488,0.0013966305,0.9672084,0.000017431186,0.00064952445,0.0000073361757],"about_ca_topic_score_codex":0.0070572663,"about_ca_topic_score_gemma":0.012715115,"teacher_disagreement_score":0.0070572663,"about_ca_system_score_codex":0.00035923955,"about_ca_system_score_gemma":0.00021759172,"threshold_uncertainty_score":0.0140324235},"labels":[],"label_agreement":null},{"id":"W2096661281","doi":"10.1007/978-3-642-04460-1_1","title":"Systems Engineering The Design and Operation of Municipal Solid Waste Landfills To Minimize Contamination of Ground Water","year":2010,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Leachate; Geosynthetics; Containment (computer programming); Municipal solid waste; Waste management; Engineering; Geosynthetic clay liner; Hazardous waste; Geotechnical engineering; Context (archaeology); Environmental science; Civil engineering; Environmental engineering; Geology; Soil water; Hydraulic conductivity","score_opus":0.013969678587631719,"score_gpt":0.20516518999181116,"score_spread":0.19119551140417945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096661281","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09893218,0.009765791,0.7905021,0.0015418297,0.0002992892,0.0002813143,0.0002816489,0.0009770332,0.09741883],"genre_scores_gemma":[0.76289546,0.010207466,0.15060708,0.00022389533,0.00007749077,0.0002289842,0.00034264138,0.00017090366,0.07524599],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996637,0.00008139353,0.0000116592455,0.00003915657,0.00016471828,0.000039390925],"domain_scores_gemma":[0.99990785,0.000045411463,0.000009653438,0.0000071445966,0.000025950958,0.000003899605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030520864,0.0004513072,0.00029670552,0.00026836948,0.00039936535,0.0010587041,0.0004047592,0.00038996633,0.002153453],"category_scores_gemma":[0.0003592486,0.00028632293,0.000464745,0.00051820045,0.0004914133,0.0005791293,0.0003619646,0.00038729384,0.0004439375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016291793,0.00013780591,0.0025137605,0.0014170499,0.00009953837,0.00024091835,0.00047204125,0.31509325,0.11269012,0.101276495,0.012513018,0.45338297],"study_design_scores_gemma":[0.00005693669,0.00078088976,0.0036258495,0.0002273052,0.00013430756,0.00053772895,0.0009637065,0.36321038,0.2607912,0.11326622,0.2563421,0.00006339734],"about_ca_topic_score_codex":0.0031962348,"about_ca_topic_score_gemma":0.0065191756,"teacher_disagreement_score":0.0031962348,"about_ca_system_score_codex":0.0009770213,"about_ca_system_score_gemma":0.0013510829,"threshold_uncertainty_score":0.007204056},"labels":[],"label_agreement":null},{"id":"W2097297150","doi":"10.2113/jeeg18.3.157","title":"Characterization of Waste Density in a Bioreactor Landfill via Microgravity and Settlement Analysis","year":2013,"lang":"en","type":"article","venue":"Journal of Environmental and Engineering Geophysics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Resources Canada","keywords":"Environmental science; Bioreactor landfill; Municipal solid waste; Settlement (finance); Compaction; Waste management; Environmental engineering; Geology; Geotechnical engineering; Engineering","score_opus":0.0021125721076888475,"score_gpt":0.14933292115650373,"score_spread":0.1472203490488149,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2097297150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996393,0.000026275135,0.003029122,0.0000043090026,0.0000010449369,0.000019862284,0.00021905733,0.00003516753,0.00027210877],"genre_scores_gemma":[0.9965952,0.000050845687,0.0028029557,0.0000043108225,0.0000011872547,0.000025883492,0.00025100601,0.000007901128,0.000260604],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997514,0.00002445369,0.00001733236,0.000043124015,0.00012841968,0.000035293935],"domain_scores_gemma":[0.9996952,0.000052732397,0.00007481988,0.000020525586,0.00013206752,0.000024658955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039912292,0.00034579853,0.00030394347,0.0014424153,0.0005863405,0.0006056669,0.00033721424,0.00022014244,0.00044486034],"category_scores_gemma":[0.00046760563,0.00016344912,0.00039763516,0.001139952,0.00025440054,0.00024229982,0.0003119302,0.000167363,0.00015074555],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044956268,0.00013833705,0.4040249,0.00011960341,0.000055708664,0.0002949118,0.0014790792,0.012806998,0.54914707,0.00017210183,0.00016661268,0.031145116],"study_design_scores_gemma":[0.000013633975,0.000501467,0.78820664,0.000019467829,0.00005016925,0.00021236586,0.0016245176,0.045187633,0.16326074,0.00008900548,0.0007877139,0.000046694167],"about_ca_topic_score_codex":0.030361956,"about_ca_topic_score_gemma":0.052756596,"teacher_disagreement_score":0.030361956,"about_ca_system_score_codex":0.0006940326,"about_ca_system_score_gemma":0.00036923378,"threshold_uncertainty_score":0.060370445},"labels":[],"label_agreement":null},{"id":"W2098358955","doi":"10.1680/geot.2005.55.9.631","title":"Long-term performance of contaminant barrier systems","year":2005,"lang":"en","type":"article","venue":"Géotechnique","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":627,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Geomembrane; Clogging; Geosynthetic clay liner; Leakage (economics); Geotechnical engineering; Environmental science; Service life; Composite number; Waste management; Hazardous waste; Environmental engineering; Engineering; Materials science; Composite material; Hydraulic conductivity; Soil science; Soil water","score_opus":0.007394337173814996,"score_gpt":0.21835531682050566,"score_spread":0.21096097964669067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098358955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98052067,0.008526867,0.0076543395,0.00013460637,0.00006120336,0.000036062866,0.00027266255,0.00029775003,0.002495807],"genre_scores_gemma":[0.9917036,0.002333399,0.002328959,0.00004442995,0.000027024953,0.000026187314,0.00056291674,0.00004761005,0.0029256744],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99915075,0.000099514895,0.000044280157,0.00010733253,0.00044453744,0.00015362231],"domain_scores_gemma":[0.9990823,0.00010324413,0.0001361648,0.00011801628,0.00046958632,0.000090696674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010746246,0.00028922787,0.00044941824,0.00037282798,0.00046961804,0.00077860634,0.00054222473,0.00057554047,0.0016787499],"category_scores_gemma":[0.0011238696,0.00013656076,0.00041725114,0.00033961894,0.00021463732,0.0010916096,0.00078466,0.00043965786,0.0008782521],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057781674,0.0002018161,0.008861969,0.0005710071,0.00013053349,0.00019536135,0.00018197093,0.008875557,0.91745937,0.0006589284,0.00064566155,0.061639972],"study_design_scores_gemma":[0.000020331157,0.0030926324,0.019790951,0.000035228393,0.00010692225,0.00043908978,0.00014937631,0.00859979,0.9504161,0.00016401085,0.017124252,0.00006140327],"about_ca_topic_score_codex":0.0010573575,"about_ca_topic_score_gemma":0.0009789645,"teacher_disagreement_score":0.0016787499,"about_ca_system_score_codex":0.0007739393,"about_ca_system_score_gemma":0.0003290504,"threshold_uncertainty_score":0.0056832433},"labels":[],"label_agreement":null},{"id":"W2098506917","doi":"10.1139/t99-107","title":"Mass loading and the rate of clogging due to municipal solid waste leachate","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Leachate; Hydraulic conductivity; Denitrifying bacteria; Environmental engineering; Environmental science; Geotechnical engineering; Porosity; Volumetric flow rate; Waste management; Geology; Chemistry; Denitrification; Soil science; Engineering; Soil water","score_opus":0.009320648551918683,"score_gpt":0.21941303999202091,"score_spread":0.21009239144010222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098506917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925953,0.00013388155,0.0002804428,0.000009800735,0.0000012440122,0.000008091172,0.00009184046,0.000021467347,0.0001937512],"genre_scores_gemma":[0.9988863,0.00012372615,0.00033751462,0.000011248834,0.0000026934579,0.000014072713,0.00018739334,0.000005357112,0.00043169063],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995363,0.00009345444,0.00003569371,0.000049286922,0.00018813397,0.0000971498],"domain_scores_gemma":[0.9988207,0.00052088476,0.00031740815,0.00006546534,0.00021355836,0.00006180704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052509987,0.00033014832,0.00026847285,0.00051057804,0.00028848625,0.00042397284,0.0001807711,0.0003417455,0.0005840242],"category_scores_gemma":[0.0015902012,0.00017231933,0.00019065604,0.00046049725,0.00038777266,0.0002940292,0.0002530625,0.00025507208,0.00015244193],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011056567,0.00010717528,0.031662513,0.00010223508,0.00002772117,0.00016735856,0.00020194921,0.0015218107,0.9573958,0.000040419203,0.000062552295,0.007604788],"study_design_scores_gemma":[0.000016781405,0.002769117,0.08873054,0.000011173038,0.000036539204,0.00022651613,0.00019612689,0.0019571714,0.9054173,0.000039225073,0.0005795866,0.00001991836],"about_ca_topic_score_codex":0.007690508,"about_ca_topic_score_gemma":0.0061620027,"teacher_disagreement_score":0.007690508,"about_ca_system_score_codex":0.0007381404,"about_ca_system_score_gemma":0.0003278383,"threshold_uncertainty_score":0.015291512},"labels":[],"label_agreement":null},{"id":"W2099453806","doi":"10.1177/0734242x14529179","title":"Geosynthetic clay liners shrinkage under simulated daily thermal cycles","year":2014,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shrinkage; Geotechnical engineering; Geosynthetic clay liner; Thermal; Environmental science; Materials science; Geology; Composite material; Soil science; Hydraulic conductivity; Soil water; Thermodynamics; Physics","score_opus":0.021700356074587087,"score_gpt":0.2897847673206639,"score_spread":0.2680844112460768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099453806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916637,0.000020658346,0.00028509315,0.000003057454,0.0000018051834,0.000008096855,0.00019604184,0.000013934067,0.00030505136],"genre_scores_gemma":[0.9992507,0.000038792936,0.0002857343,0.0000028570132,8.827298e-7,0.000016277974,0.00014891502,0.000006334319,0.00024950563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983144,0.000024209765,0.000013822187,0.00003729468,0.00006182964,0.00003134348],"domain_scores_gemma":[0.9996991,0.00011478603,0.000051868694,0.00002838467,0.000087140426,0.00001880497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029523368,0.00035462392,0.00036632965,0.00028055153,0.0001823586,0.00024484485,0.00031445865,0.00033452053,0.0011245405],"category_scores_gemma":[0.0004695585,0.00014570897,0.00033344625,0.00033823843,0.00023493392,0.00029747337,0.00019758854,0.00024558575,0.0001873126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003413884,0.0005757642,0.033670638,0.00027995647,0.000061197235,0.0005275735,0.00045125798,0.202137,0.7419139,0.00020896955,0.0003059217,0.016453926],"study_design_scores_gemma":[0.00010254508,0.003035715,0.10683405,0.000027089975,0.00009154909,0.00018056686,0.000652313,0.19519575,0.6922309,0.00020252966,0.0013779138,0.00006907588],"about_ca_topic_score_codex":0.0024431753,"about_ca_topic_score_gemma":0.00418196,"teacher_disagreement_score":0.0024431753,"about_ca_system_score_codex":0.0003599641,"about_ca_system_score_gemma":0.00015129361,"threshold_uncertainty_score":0.0048579574},"labels":[],"label_agreement":null},{"id":"W2100947240","doi":"10.1139/t99-131","title":"Design and construction of the barrier system for the Halton Landfill","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Containment (computer programming); Hydraulic conductivity; Aquifer; Hydrogeology; Geotechnical engineering; Diffusion; Environmental science; Chloride; Geology; Groundwater; Materials science; Soil science; Computer science","score_opus":0.009104279173283386,"score_gpt":0.19054605955792647,"score_spread":0.1814417803846431,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100947240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8984641,0.00019722964,0.08529173,0.0003377635,0.00003328463,0.0010570366,0.00047783702,0.0010739979,0.013066921],"genre_scores_gemma":[0.9601396,0.00010551526,0.034547497,0.000024316905,0.0000045549587,0.0003745928,0.00023816334,0.000022411998,0.004543326],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997491,0.00004935344,0.00001174037,0.000026520283,0.00009678797,0.00006637039],"domain_scores_gemma":[0.99977106,0.000029513682,0.00003297256,0.000025877323,0.000072981886,0.000067645684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032568973,0.00032327988,0.00024702624,0.0006191116,0.0008878422,0.0007653335,0.0007319204,0.00045925184,0.002766175],"category_scores_gemma":[0.00044231818,0.00018883725,0.0001849984,0.00035247018,0.0005966966,0.00037468114,0.0005347036,0.00027742353,0.0005735464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018693657,0.0008155159,0.05555834,0.0017683033,0.00006879127,0.006525365,0.0017767629,0.27866316,0.41794276,0.03700664,0.0060384017,0.19196658],"study_design_scores_gemma":[0.0007922742,0.01114801,0.1179299,0.00037060052,0.00022459406,0.007372399,0.005788889,0.33547845,0.35848302,0.009306407,0.15273055,0.0003749149],"about_ca_topic_score_codex":0.0046939924,"about_ca_topic_score_gemma":0.008499428,"teacher_disagreement_score":0.995306,"about_ca_system_score_codex":0.0009622758,"about_ca_system_score_gemma":0.0026627355,"threshold_uncertainty_score":0.0093333125},"labels":[],"label_agreement":null},{"id":"W2101352308","doi":"10.1016/j.wasman.2009.05.010","title":"Impact of landfill liner time–temperature history on the service life of HDPE geomembranes","year":2009,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":101,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment; Ontario Innovation Trust","keywords":"Geomembrane; Leachate; High-density polyethylene; Service life; Environmental science; Waste management; Geotechnical engineering; Environmental engineering; Forensic engineering; Polyethylene; Materials science; Engineering; Composite material","score_opus":0.008982101629812635,"score_gpt":0.20294512110273044,"score_spread":0.1939630194729178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101352308","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934274,0.000071588016,0.00018274122,0.000010127934,0.0000022076329,0.0000015106453,0.00013233646,0.000007517181,0.00024913458],"genre_scores_gemma":[0.9996132,0.000028346712,0.000044485074,0.0000039530933,8.61339e-7,0.0000012507991,0.000083650324,0.000003496977,0.00022085215],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998585,0.00002503391,0.000008424899,0.000030104477,0.00003372014,0.0000441147],"domain_scores_gemma":[0.9996357,0.00017945148,0.000061274324,0.00002703203,0.00007337368,0.000023129263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000407362,0.00019566779,0.0002654552,0.00020708979,0.00028671956,0.00039904358,0.00017349997,0.00038117872,0.002274828],"category_scores_gemma":[0.00057465525,0.00012657097,0.00036557118,0.00027196007,0.00022644192,0.000598594,0.000166236,0.00023155434,0.0003528262],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009330678,0.00030574002,0.044882666,0.0001582919,0.00008678828,0.00044325867,0.0003226803,0.029278379,0.894451,0.0003146879,0.00040687693,0.020018965],"study_design_scores_gemma":[0.000029515277,0.0018727108,0.06323207,0.0000075377484,0.000063042775,0.00012132255,0.00033073945,0.023378622,0.90981305,0.00010823663,0.0010103674,0.000032897668],"about_ca_topic_score_codex":0.003509365,"about_ca_topic_score_gemma":0.003216949,"teacher_disagreement_score":0.003509365,"about_ca_system_score_codex":0.0005942349,"about_ca_system_score_gemma":0.00020725257,"threshold_uncertainty_score":0.0076100826},"labels":[],"label_agreement":null},{"id":"W2101494108","doi":"10.1680/gein.2008.15.2.136","title":"Leachate chemical composition effects on OIT depletion in an HDPE geomembrane","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":123,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Leachate; Pulmonary surfactant; Chemistry; High-density polyethylene; Trace metal; Crystallinity; Polyethylene; Environmental chemistry; Metal; Materials science; Organic chemistry; Composite material; Biochemistry","score_opus":0.011891943502510398,"score_gpt":0.23465815792012176,"score_spread":0.22276621441761135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101494108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998594,0.00023873987,0.0006571677,0.00001343462,0.000004553444,0.00001451597,0.00016635367,0.0000144717105,0.00029674647],"genre_scores_gemma":[0.9958621,0.00048057936,0.0020254143,0.000036114743,0.0000036075346,0.00004090058,0.00023824823,0.000013985704,0.0012989659],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969184,0.000048630187,0.000040259514,0.000054821227,0.00011214128,0.000052346215],"domain_scores_gemma":[0.99965453,0.00010433952,0.000080035905,0.000020998743,0.00011564331,0.000024405426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040986293,0.0004076922,0.00041114198,0.00021443602,0.0003035045,0.00035868122,0.00018065599,0.00043261374,0.0008068486],"category_scores_gemma":[0.0004743365,0.00017799868,0.00036825353,0.00027684672,0.00024862375,0.00034860524,0.00032782578,0.0004167294,0.00020299935],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000121010205,0.000016772003,0.00044494608,0.000046626545,0.000008764738,0.00004360266,0.000047018333,0.00018485247,0.9980769,0.0000073138594,0.0000067635565,0.0009953016],"study_design_scores_gemma":[0.000002696706,0.00029814764,0.0022096545,0.000004195219,0.000008799273,0.000028993176,0.000048192847,0.00025266953,0.9968741,0.000008542687,0.00025986155,0.000004082819],"about_ca_topic_score_codex":0.0011613329,"about_ca_topic_score_gemma":0.0020001696,"teacher_disagreement_score":0.0011613329,"about_ca_system_score_codex":0.0003068779,"about_ca_system_score_gemma":0.00017230817,"threshold_uncertainty_score":0.0026991367},"labels":[],"label_agreement":null},{"id":"W2101602946","doi":"10.1061/(asce)1090-0241(2008)134:7(906)","title":"Aging of HDPE Geomembrane in Three Composite Landfill Liner Configurations","year":2008,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Geomembrane; Geosynthetic clay liner; Leachate; Geotextile; Geotechnical engineering; Geosynthetics; Composite number; Layer (electronics); Environmental science; Environmental engineering; Materials science; Composite material; Chemistry; Geology; Environmental chemistry; Soil science; Soil water; Hydraulic conductivity","score_opus":0.007206157242454512,"score_gpt":0.1858726406748546,"score_spread":0.17866648343240008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101602946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991755,0.000067786925,0.00054090965,0.00000425097,0.0000029158116,0.000007936694,0.00007844771,0.000021214571,0.00010099886],"genre_scores_gemma":[0.9978411,0.00010605037,0.0014279425,0.000009628809,0.0000016634227,0.000014230104,0.00013106718,0.0000066817706,0.00046167691],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999859,0.000023712833,0.000015055554,0.00003504115,0.000039469054,0.000027815535],"domain_scores_gemma":[0.99975425,0.000052452822,0.0000729111,0.000027991224,0.00006126464,0.000031085157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035681296,0.00039496494,0.00035475887,0.00020915353,0.00021179185,0.0002445469,0.00024211947,0.0003261045,0.0008634161],"category_scores_gemma":[0.00040008497,0.00013620612,0.00022835268,0.00019873126,0.00017370639,0.00031217383,0.00018310486,0.00021722067,0.00016761982],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063634175,0.000048845115,0.0016224717,0.000051716335,0.000015234562,0.00006725612,0.0000628598,0.0006995175,0.9945616,0.000026184955,0.000018821504,0.0021891624],"study_design_scores_gemma":[0.000013032668,0.0009799576,0.0053367177,0.000003231995,0.000020635578,0.00005434522,0.000048945156,0.0010095479,0.9922192,0.000013006879,0.00029394918,0.0000074637537],"about_ca_topic_score_codex":0.0010217977,"about_ca_topic_score_gemma":0.0015085959,"teacher_disagreement_score":0.0010217977,"about_ca_system_score_codex":0.00026246745,"about_ca_system_score_gemma":0.00017552,"threshold_uncertainty_score":0.0028883815},"labels":[],"label_agreement":null},{"id":"W2102494732","doi":"10.1061/(asce)1090-0241(2008)134:1(68)","title":"Depletion of Antioxidants from a HDPE Geomembrane in a Composite Liner","year":2007,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centre of Innovation","keywords":"Geomembrane; Leachate; Composite number; Geotechnical engineering; Service life; High-density polyethylene; Geosynthetic clay liner; Environmental science; Materials science; Composite material; Waste management; Geology; Polyethylene; Soil science; Engineering; Soil water; Hydraulic conductivity","score_opus":0.0035601224693996435,"score_gpt":0.1897766324256092,"score_spread":0.18621650995620953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2102494732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980096,0.00017793512,0.001413236,0.000010480351,0.000008684755,0.000011288407,0.00013635214,0.00003893009,0.0001934094],"genre_scores_gemma":[0.9946577,0.00025150354,0.0032343394,0.000023897177,0.0000044039584,0.000024844083,0.00023654348,0.000019452385,0.0015474202],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997613,0.00002490549,0.000021056858,0.00006401033,0.0000927906,0.000035860827],"domain_scores_gemma":[0.99962246,0.00007242983,0.00010636845,0.000039867708,0.00012115875,0.000037617407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039278565,0.0004065975,0.00037247484,0.00024371129,0.000215892,0.00025342128,0.00024668543,0.00042012063,0.00074982],"category_scores_gemma":[0.0003886644,0.00014807406,0.0003486071,0.00022468614,0.00014514818,0.00037411824,0.00024005827,0.00040232757,0.00022532437],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011449483,0.00001719854,0.0003278135,0.000033356013,0.000008803737,0.00004268859,0.000026542879,0.0001965024,0.99820673,0.000008139998,0.000012940408,0.0010047159],"study_design_scores_gemma":[0.0000052283053,0.00055243826,0.0029318447,0.0000036362912,0.000016877788,0.00005592784,0.000027386735,0.0006652508,0.9952918,0.000009588815,0.00043445942,0.000005627966],"about_ca_topic_score_codex":0.000881368,"about_ca_topic_score_gemma":0.0012439537,"teacher_disagreement_score":0.000881368,"about_ca_system_score_codex":0.00024471415,"about_ca_system_score_gemma":0.00013012659,"threshold_uncertainty_score":0.0025084019},"labels":[],"label_agreement":null},{"id":"W2105451257","doi":"10.1177/0734242x12471153","title":"Effect of temperature on hydration of geosynthetic clay liners in landfills","year":2013,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Geosynthetic clay liner; Water content; Subsoil; Hydraulic conductivity; Moisture; Geotechnical engineering; Geomembrane; Environmental science; Groundwater; Soil science; Materials science; Geology; Soil water; Composite material","score_opus":0.009669790349944658,"score_gpt":0.27829246347571224,"score_spread":0.2686226731257676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105451257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989937,0.00027190443,0.0002379195,0.000017412864,0.000010448431,0.000009254342,0.00008299563,0.000019586754,0.00035663394],"genre_scores_gemma":[0.99924505,0.00012464786,0.00022156324,0.000012985459,0.000002392546,0.0000062907225,0.00006480197,0.000010033562,0.00031236216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996253,0.00006251606,0.000025945901,0.00007168882,0.000110715235,0.00010371414],"domain_scores_gemma":[0.99953735,0.000098176664,0.000118868345,0.000024719337,0.00013138555,0.00008949528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003679603,0.00039046424,0.00048359524,0.00022873993,0.00033663271,0.00074792,0.00023030418,0.0002980778,0.0013309169],"category_scores_gemma":[0.0007258993,0.00019899405,0.0005316606,0.00023159897,0.00031710888,0.00046146507,0.00040141423,0.00055786653,0.00030553588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015384929,0.00027618272,0.009597103,0.0002468806,0.000058906757,0.00025771532,0.000341914,0.0021444317,0.97943544,0.000073032636,0.00015468647,0.0058750957],"study_design_scores_gemma":[0.000020552312,0.0026498337,0.052377846,0.000041570136,0.000097733304,0.0001291648,0.0009682466,0.0055345776,0.9363583,0.00007561223,0.0016927755,0.00005384113],"about_ca_topic_score_codex":0.002583788,"about_ca_topic_score_gemma":0.0043274793,"teacher_disagreement_score":0.002583788,"about_ca_system_score_codex":0.0004005641,"about_ca_system_score_gemma":0.0002620314,"threshold_uncertainty_score":0.005137503},"labels":[],"label_agreement":null},{"id":"W2106253474","doi":"10.1016/j.wasman.2009.09.038","title":"Kinetics of biological methane oxidation in the presence of non-methane organic compounds in landfill bio-covers","year":2009,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Chemistry; Compost; Environmental chemistry; Landfill gas; Formaldehyde; Biological oxidation; Environmental engineering; Organic chemistry; Waste management; Environmental science","score_opus":0.014614325119344698,"score_gpt":0.24020613470950428,"score_spread":0.22559180959015956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106253474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862385,0.0002724523,0.0003773296,0.000018356197,0.00000775409,0.0000049196747,0.00012386114,0.000009888213,0.0005615964],"genre_scores_gemma":[0.9985241,0.00017924389,0.00023906103,0.000008340238,0.0000031342543,0.0000074332156,0.00020320914,0.000003513745,0.0008319216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982375,0.000029625557,0.000010033016,0.000025445082,0.000055189073,0.00005606801],"domain_scores_gemma":[0.99980253,0.00009193042,0.000030699266,0.000010825064,0.00003709843,0.0000268801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031724194,0.0003624926,0.0002809991,0.0002981983,0.0002700522,0.0004543534,0.00025119205,0.00038764367,0.0010887007],"category_scores_gemma":[0.00036530555,0.00015856288,0.0002773664,0.0002523967,0.000313609,0.000358383,0.00022026588,0.00031265756,0.00026350122],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013074495,0.00009113644,0.0040650684,0.00011540893,0.0000293404,0.00007639757,0.0001309964,0.001645182,0.9881963,0.0002190503,0.00007636654,0.0040472476],"study_design_scores_gemma":[0.000015005209,0.00068609783,0.009364825,0.000011314564,0.000017639062,0.00005016541,0.00016801985,0.00547672,0.9834284,0.00008955727,0.0006833936,0.000008920137],"about_ca_topic_score_codex":0.0035776123,"about_ca_topic_score_gemma":0.0025108005,"teacher_disagreement_score":0.0035776123,"about_ca_system_score_codex":0.0005221723,"about_ca_system_score_gemma":0.00031263966,"threshold_uncertainty_score":0.007113576},"labels":[],"label_agreement":null},{"id":"W2106828759","doi":"10.1680/envgeo.13.00105","title":"Reflections on the evolution of geoenvironmental engineering","year":2014,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Civil engineering; Geology; Environmental planning; Engineering; Mining engineering; Geotechnical engineering; Environmental science; Architectural engineering; Earth science","score_opus":0.008915799302066384,"score_gpt":0.21505756736260503,"score_spread":0.20614176806053866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106828759","genre_codex":"commentary","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03179099,0.04814007,0.0023274194,0.61033815,0.005171757,0.000017783272,0.00009564002,0.000040728253,0.30207753],"genre_scores_gemma":[0.7097376,0.04436581,0.0016944015,0.06592376,0.005179375,0.00003753947,0.00004693535,0.000107687294,0.17290686],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99784887,0.001073553,0.000050329778,0.00018716979,0.00047590988,0.00036417972],"domain_scores_gemma":[0.99438745,0.0041818856,0.00022978176,0.00019355006,0.0006838271,0.00032354795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031283067,0.00019955401,0.00015936593,0.0006243566,0.003647352,0.005260358,0.00073718367,0.0025468718,0.009115898],"category_scores_gemma":[0.006211457,0.00012243945,0.0001685211,0.0010454446,0.021941857,0.0050491667,0.002622335,0.0055308435,0.00047015367],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019719986,0.000021927244,0.0007171134,0.0000779606,0.000003168015,0.00029031362,0.024147654,0.00042856013,0.00018116133,0.87380886,0.075266734,0.02503683],"study_design_scores_gemma":[0.0000027862266,0.000012868928,0.00076634216,0.00013553537,0.0000010395017,0.00010081041,0.012136283,0.000059460337,0.00024856458,0.04100466,0.9455202,0.000011352014],"about_ca_topic_score_codex":0.021660753,"about_ca_topic_score_gemma":0.05368697,"teacher_disagreement_score":0.021660753,"about_ca_system_score_codex":0.0077755307,"about_ca_system_score_gemma":0.003609616,"threshold_uncertainty_score":0.056415677},"labels":[],"label_agreement":null},{"id":"W2107336972","doi":"10.1007/s00449-013-0997-0","title":"Influence of supplemental heat addition on performance of pilot-scale bioreactor landfills","year":2013,"lang":"en","type":"article","venue":"Bioprocess and Biosystems Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Industrial and production engineering; Bioreactor; Scale (ratio); Environmental science; Waste management; Process engineering; Engineering; Chemistry; Mechanical engineering","score_opus":0.004034386856511548,"score_gpt":0.1678794452698122,"score_spread":0.16384505841330063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107336972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993592,0.0001252551,0.00018912449,0.000017709786,0.000010433689,0.000008296691,0.00009936039,0.000013619548,0.00017693503],"genre_scores_gemma":[0.9991998,0.000091862996,0.00026245136,0.000014152149,0.0000053147337,0.000008797574,0.0001294783,0.000008377237,0.00027974913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994305,0.00014671563,0.00007025087,0.000091077476,0.0001112307,0.00015009608],"domain_scores_gemma":[0.9987991,0.0006141368,0.00017113062,0.000082310784,0.00023110888,0.00010225149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005801169,0.0005094995,0.00061141106,0.00022468335,0.00039768065,0.0008065392,0.00038018852,0.0005344982,0.0014636404],"category_scores_gemma":[0.0014830219,0.00023856627,0.00041426634,0.00037348896,0.00042978718,0.0005500561,0.00037301212,0.0004867073,0.00026856834],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008102967,0.0004631374,0.0037594289,0.00015385267,0.00005094303,0.00014439951,0.00015532518,0.0019763864,0.980005,0.000032571028,0.00009804469,0.0050579305],"study_design_scores_gemma":[0.000029466542,0.0025974987,0.008026262,0.000009230002,0.000059539438,0.000031836145,0.00016185963,0.0013845433,0.9874007,0.000015946825,0.0002677848,0.000015366571],"about_ca_topic_score_codex":0.0042545223,"about_ca_topic_score_gemma":0.004278241,"teacher_disagreement_score":0.0042545223,"about_ca_system_score_codex":0.00049961056,"about_ca_system_score_gemma":0.00048135666,"threshold_uncertainty_score":0.008459508},"labels":[],"label_agreement":null},{"id":"W2107904120","doi":"10.1061/(asce)1090-0241(2005)131:6(694)","title":"Effect of Surface Fluorination on Diffusion through a High Density Polyethylene Geomembrane","year":2005,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Polyolefin; Leachate; Polyethylene; Materials science; Sorption; Permeation; Diffusion; Chemical engineering; Geotechnical engineering; Composite material; Environmental chemistry; Chemistry; Organic chemistry; Geology; Layer (electronics); Adsorption","score_opus":0.0023586786900719613,"score_gpt":0.1920215197281915,"score_spread":0.18966284103811953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107904120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991386,0.00017098321,0.00050621555,0.000012866923,0.000004259294,0.0000039727192,0.00002094224,0.000009896829,0.00013217359],"genre_scores_gemma":[0.9989353,0.00017339869,0.000584529,0.00000686743,0.0000015763275,0.0000024352482,0.000025183508,0.0000041100443,0.00026664982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983764,0.000035792662,0.0000103474185,0.000030976058,0.000042856886,0.000042285505],"domain_scores_gemma":[0.9996213,0.00017870053,0.00009780623,0.00002421502,0.00005594973,0.000021910375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022705614,0.00031397215,0.00025324328,0.000091781934,0.0001585219,0.0003004585,0.00018967183,0.00034466948,0.0005734559],"category_scores_gemma":[0.0005111831,0.00014228877,0.00022135221,0.000088067296,0.00024346673,0.0003788215,0.00019253146,0.00030717795,0.000109956025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013822003,0.000011192208,0.00011466199,0.0000362977,0.000003844417,0.000028911687,0.000020474374,0.00020248476,0.9986627,0.000019924166,0.0000057670272,0.00075552094],"study_design_scores_gemma":[0.0000042303323,0.0002290927,0.00050612015,0.0000015061609,0.0000053366066,0.000024504674,0.000010003733,0.00035533006,0.9987173,0.0000044995168,0.0001394098,0.0000026415448],"about_ca_topic_score_codex":0.0010899034,"about_ca_topic_score_gemma":0.0009501274,"teacher_disagreement_score":0.0010899034,"about_ca_system_score_codex":0.00025550605,"about_ca_system_score_gemma":0.00016930499,"threshold_uncertainty_score":0.0021671653},"labels":[],"label_agreement":null},{"id":"W2108838432","doi":"10.1139/s08-021","title":"Field-scale treatment of landfill gas with a passive methane oxidizing biofilter","year":2008,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Canadian Natural Resources; Natural Sciences and Engineering Research Council of Canada; University of Alberta","funders":"Government of Canada; Federation of Canadian Municipalities","keywords":"Biofilter; Oxidizing agent; Methane; Environmental science; Waste management; Landfill gas; Environmental engineering; Environmental chemistry; Chemistry; Ecology; Biology; Engineering","score_opus":0.006830904941073683,"score_gpt":0.1878644878681121,"score_spread":0.18103358292703842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2108838432","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99887604,0.00004772417,0.0006665552,0.00002322798,0.000007441752,0.000051469724,0.00010694422,0.000027119613,0.00019350533],"genre_scores_gemma":[0.9935155,0.0001572693,0.0047268164,0.000027439515,0.000009608166,0.000054256358,0.00035747266,0.000008859928,0.0011428695],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99975306,0.000035619625,0.000012148497,0.000054834414,0.00007970025,0.00006459952],"domain_scores_gemma":[0.9998172,0.000040715808,0.000023096229,0.000018166547,0.000057519228,0.000043212654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044721866,0.00046221347,0.0004369881,0.00016976715,0.0005423377,0.0005202122,0.0006284329,0.000333315,0.00077849434],"category_scores_gemma":[0.0002349001,0.00016781603,0.00033977212,0.00021474416,0.00035254145,0.00023289413,0.00023056057,0.00047476034,0.0001761798],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070901855,0.0007898469,0.0033321031,0.00009413165,0.000017737571,0.000048179772,0.000084577245,0.0007429433,0.9887716,0.000027249624,0.00012199525,0.0052606463],"study_design_scores_gemma":[0.00013171366,0.006028805,0.022395307,0.000008068894,0.000055918867,0.000081769074,0.00024632475,0.0038317693,0.9660506,0.000030644198,0.001121133,0.00001781383],"about_ca_topic_score_codex":0.04663857,"about_ca_topic_score_gemma":0.056738198,"teacher_disagreement_score":0.04663857,"about_ca_system_score_codex":0.0010332641,"about_ca_system_score_gemma":0.000884196,"threshold_uncertainty_score":0.09273422},"labels":[],"label_agreement":null},{"id":"W2108914696","doi":"10.1061/(asce)hz.2153-5515.0000188","title":"Service Life of HDPE Geomembranes Subjected to Elevated Temperatures","year":2013,"lang":"en","type":"article","venue":"Journal of Hazardous Toxic and Radioactive Waste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Service life; Leachate; Environmental science; Service (business); Combustion; Polyethylene; Waste management; Materials science; Chemistry; Composite material; Engineering; Business","score_opus":0.006382317566539099,"score_gpt":0.2064273682259835,"score_spread":0.20004505065944442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2108914696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992281,0.00008163468,0.00028472792,0.000008131117,0.000003173272,0.0000051534457,0.000106795684,0.0000059334075,0.0002762432],"genre_scores_gemma":[0.99894994,0.000099639125,0.00018261209,0.000009913464,0.0000016491853,0.0000064986125,0.00016050319,0.0000030584915,0.0005863015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999723,0.0000358587,0.000026436008,0.000036590925,0.00010747535,0.000070611284],"domain_scores_gemma":[0.99959546,0.00006925883,0.00008513978,0.00002937692,0.00016759973,0.000053323336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045841993,0.0001685825,0.00024319181,0.00034572484,0.00035667725,0.000304534,0.0001800874,0.00035485692,0.0013634481],"category_scores_gemma":[0.0005877872,0.000082291306,0.00029676294,0.00045470218,0.00024208047,0.00052580156,0.00028785324,0.00027232643,0.00024101921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015467344,0.00012277398,0.017454073,0.00010256625,0.000026410062,0.00040997536,0.00043388174,0.0044281203,0.9627512,0.0003254076,0.0001285998,0.012270318],"study_design_scores_gemma":[0.000017080682,0.00229384,0.045538165,0.000018634146,0.00003635527,0.00021832812,0.0008820126,0.006152827,0.94290423,0.00021140935,0.0017021063,0.000025070156],"about_ca_topic_score_codex":0.002602866,"about_ca_topic_score_gemma":0.0027928771,"teacher_disagreement_score":0.002602866,"about_ca_system_score_codex":0.00051551376,"about_ca_system_score_gemma":0.00029823184,"threshold_uncertainty_score":0.0051754713},"labels":[],"label_agreement":null},{"id":"W2109285358","doi":"10.1139/t09-052","title":"Shear strength testing of intact and recompacted samples of municipal solid waste","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Cohesion (chemistry); Shearing (physics); Triaxial shear test; Geotechnical engineering; Municipal solid waste; Shear (geology); Direct shear test; Shear strength (soil); Environmental science; Structural engineering; Materials science; Geology; Engineering; Waste management; Composite material; Soil water; Soil science; Chemistry","score_opus":0.026216071580430666,"score_gpt":0.24856561080126985,"score_spread":0.2223495392208392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109285358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978656,0.00034400413,0.0012651368,0.000007262959,0.0000064531414,0.000012526729,0.00017074487,0.00001612783,0.00031217915],"genre_scores_gemma":[0.9961796,0.00040079813,0.0024298138,0.000017698989,0.000005540395,0.000013289728,0.00040077957,0.000010392145,0.0005420632],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949765,0.00006208655,0.000056255092,0.000078287776,0.00024451554,0.00006122147],"domain_scores_gemma":[0.9994561,0.00012872048,0.0000984079,0.000041571406,0.00022261405,0.000052570973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050292624,0.00050158193,0.00035246668,0.000637532,0.00027670266,0.00023447204,0.00018273771,0.0002897448,0.0007819843],"category_scores_gemma":[0.00064256304,0.00019212818,0.00033706686,0.00060812,0.000295299,0.00026890502,0.00027297763,0.00032838038,0.00015113443],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002864074,0.000032347987,0.0061813835,0.00005819729,0.000023639359,0.00007419421,0.00012901306,0.00030526367,0.98789364,0.000017892524,0.000017723782,0.0049802237],"study_design_scores_gemma":[0.000008565947,0.0012165433,0.059623625,0.000011810719,0.000052624782,0.00020288574,0.00019313335,0.0007736516,0.9373076,0.000026165118,0.0005669675,0.000016399013],"about_ca_topic_score_codex":0.0016291816,"about_ca_topic_score_gemma":0.003834749,"teacher_disagreement_score":0.0016291816,"about_ca_system_score_codex":0.00019102525,"about_ca_system_score_gemma":0.00018151672,"threshold_uncertainty_score":0.0032393932},"labels":[],"label_agreement":null},{"id":"W2109302607","doi":"10.1139/t11-096","title":"Time and temperature effects on geomembrane strain from a gravel particle subjected to sustained vertical force","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Drexel University; Ontario Innovation Trust","keywords":"Geomembrane; Geotechnical engineering; Ultimate tensile strength; Tensile strain; Materials science; Strain (injury); Compressibility; Polyethylene; Superposition principle; High-density polyethylene; Geosynthetics; Time–temperature superposition; Composite material; Geology; Mechanics; Mathematics; Polymer","score_opus":0.004771885004979027,"score_gpt":0.19880672225953736,"score_spread":0.19403483725455833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109302607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971227,0.0001132909,0.0019242818,0.000021236463,0.000014258343,0.0000129299315,0.00016954978,0.000029929797,0.0005918614],"genre_scores_gemma":[0.99856645,0.00009560289,0.0006998877,0.0000063576535,0.000003363848,0.000012640895,0.00011320721,0.0000059256795,0.0004964829],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997347,0.000015500169,0.000018126339,0.000041681295,0.00014722625,0.000042787095],"domain_scores_gemma":[0.9995128,0.00021114448,0.00009006141,0.000048837614,0.000105262145,0.00003191668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035857782,0.0003957189,0.00028887953,0.0002567904,0.0003759486,0.00024342633,0.00036303885,0.0005023056,0.002066952],"category_scores_gemma":[0.0006280237,0.00021271042,0.00037366952,0.0003651057,0.00046053194,0.00032951092,0.00024532643,0.00054842856,0.00020339555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003356933,0.00009399764,0.0042948113,0.00011286905,0.000017518692,0.0002323209,0.00026373402,0.009089358,0.97609454,0.0000903882,0.0000975991,0.009277124],"study_design_scores_gemma":[0.000008284297,0.0008761464,0.051479425,0.000012351916,0.000016946948,0.00011608857,0.0002236964,0.03418784,0.9125648,0.00004679559,0.00043566196,0.00003188593],"about_ca_topic_score_codex":0.0027899486,"about_ca_topic_score_gemma":0.0055000647,"teacher_disagreement_score":0.99721,"about_ca_system_score_codex":0.00039661129,"about_ca_system_score_gemma":0.00017482867,"threshold_uncertainty_score":0.0069146156},"labels":[],"label_agreement":null},{"id":"W2109570592","doi":"10.1680/gein.14.00033","title":"Observations of bentonite erosion from solar-driven moisture migration in GCLs covered only by a black geomembrane","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University","keywords":"Geosynthetic clay liner; Geomembrane; Geosynthetics; Geotechnical engineering; Moisture; Erosion; Environmental science; Bentonite; Composite number; Water content; Materials science; Geology; Composite material; Hydraulic conductivity; Soil science; Soil water; Geomorphology","score_opus":0.02283799097768431,"score_gpt":0.23799523436125739,"score_spread":0.21515724338357306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109570592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949515,0.000019976806,0.00017623325,0.0000037200464,8.569891e-7,0.000005065481,0.000056166824,0.0000116778865,0.00023121413],"genre_scores_gemma":[0.9990688,0.000014086404,0.00037240298,0.000009567894,6.4312087e-7,0.0000042158254,0.00006792503,0.000004208334,0.00045823652],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999155,0.000007030772,0.0000037660222,0.00002308291,0.000035798486,0.00001477464],"domain_scores_gemma":[0.9998134,0.00002794572,0.000056478668,0.000020507841,0.000057174948,0.000024447603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012268651,0.00016718326,0.00014212239,0.00025774507,0.00027746666,0.00022362587,0.00020659044,0.00041033287,0.0015204903],"category_scores_gemma":[0.00016493832,0.00011574559,0.00013355073,0.00015093741,0.00018058831,0.00020794297,0.00025580855,0.00032184317,0.00026349543],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019892555,0.00005316809,0.031889044,0.000045159763,0.000009788601,0.00040238063,0.00030992582,0.0001784229,0.9638505,0.000010846801,0.000067593995,0.00298434],"study_design_scores_gemma":[0.000012993221,0.0014126867,0.4780708,0.000015806845,0.000022282427,0.0010215649,0.0009751549,0.0017264137,0.51518595,0.000021889238,0.0015166876,0.000017738352],"about_ca_topic_score_codex":0.0018436348,"about_ca_topic_score_gemma":0.0041174386,"teacher_disagreement_score":0.0018436348,"about_ca_system_score_codex":0.00017268513,"about_ca_system_score_gemma":0.000059921404,"threshold_uncertainty_score":0.005086541},"labels":[],"label_agreement":null},{"id":"W2109734214","doi":"10.5539/eer.v2n2p45","title":"Characterization of Leachate from Kuala Sepetang and Kulim Landfills: A Comparative Study","year":2012,"lang":"en","type":"article","venue":"Energy and Environment Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Turbidity; Manganese; Zinc; Ammonia; Chemistry; Environmental chemistry; Chloride; Copper; Environmental science; Nuclear chemistry","score_opus":0.06435352373015703,"score_gpt":0.31465416549887454,"score_spread":0.2503006417687175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109734214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998988,0.00014913874,0.00017274513,0.000007886002,0.0000011065243,0.0000073054925,0.00020011877,0.0000033059773,0.0004704227],"genre_scores_gemma":[0.99757916,0.0003273232,0.0004147897,0.000017247461,0.0000024622454,0.000012524112,0.0003679341,0.000003289144,0.001275266],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983037,0.000015018011,0.00002772126,0.000029798717,0.000060889866,0.00003614255],"domain_scores_gemma":[0.9998772,0.0000123475575,0.00003581638,0.000003631373,0.000053902906,0.00001714071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001950094,0.00033395016,0.00033740653,0.0014374631,0.00044581507,0.000672118,0.00014429026,0.00033367935,0.0005788236],"category_scores_gemma":[0.00012682771,0.00012217482,0.00034292464,0.001144952,0.00025992485,0.00032081446,0.00029100833,0.0000986051,0.00019216264],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010444717,0.00013670149,0.42218757,0.0009774074,0.00012528272,0.0021559508,0.0025478448,0.001630591,0.5352676,0.00019494542,0.00017972356,0.033552],"study_design_scores_gemma":[0.00001585035,0.0010178772,0.81932276,0.00009952463,0.00012706204,0.003495386,0.0095581515,0.0019247894,0.15710537,0.00017812797,0.0070868805,0.00006818123],"about_ca_topic_score_codex":0.005924977,"about_ca_topic_score_gemma":0.015243502,"teacher_disagreement_score":0.005924977,"about_ca_system_score_codex":0.00033437836,"about_ca_system_score_gemma":0.00037626576,"threshold_uncertainty_score":0.011780977},"labels":[],"label_agreement":null},{"id":"W2109761887","doi":"10.1139/t06-014","title":"Rate-limited cation exchange in thin bentonitic barrier layers","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Montmorillonite; Sorption; Chemistry; Mass transfer; Adsorption; Cation-exchange capacity; Diffusion; Retardation factor; Ion exchange; Chemical engineering; Materials science; Geotechnical engineering; Thermodynamics; Geology; Chromatography; Composite material; Soil science; Ion; Soil water","score_opus":0.008992859501886556,"score_gpt":0.20686032798481943,"score_spread":0.19786746848293288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109761887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7981354,0.000877855,0.18885529,0.00047097748,0.00008541642,0.00026500813,0.0014612246,0.00033028304,0.00951859],"genre_scores_gemma":[0.976374,0.00044807582,0.013008326,0.00006031101,0.000011066777,0.00033805656,0.00036796302,0.000041488718,0.009350613],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998586,0.000028242297,0.000009490237,0.00003863336,0.00002769311,0.000037272865],"domain_scores_gemma":[0.9996413,0.0001738998,0.000055520628,0.0000158559,0.000084300096,0.000029161267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003864456,0.00083998835,0.0011010651,0.00033482877,0.00052368204,0.0010359855,0.0018085385,0.001956677,0.001293509],"category_scores_gemma":[0.0007704969,0.0005794396,0.0013124507,0.00033926053,0.0005882549,0.0007350728,0.0004892666,0.00091929256,0.0002321105],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007348139,0.000026917427,0.0008125171,0.000055869765,0.000023512708,0.000078390716,0.00004168767,0.9877344,0.008552456,0.0016299682,0.00007091365,0.0008999046],"study_design_scores_gemma":[0.000020203388,0.000029553026,0.00026456988,0.0000028962424,0.000013342944,0.000013188752,0.000012096644,0.99800295,0.0011465342,0.00021754998,0.00026933613,0.000007856393],"about_ca_topic_score_codex":0.09112893,"about_ca_topic_score_gemma":0.03512017,"teacher_disagreement_score":0.09112893,"about_ca_system_score_codex":0.0022418236,"about_ca_system_score_gemma":0.0022377614,"threshold_uncertainty_score":0.18119705},"labels":[],"label_agreement":null},{"id":"W2110033265","doi":"10.1139/t2012-052","title":"Modelling leachate-induced clogging of porous media","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Leachate; Drainage; Environmental science; Geotechnical engineering; Settling; Sand filter; Porous medium; Hydraulic conductivity; Environmental engineering; Waste management; Geology; Porosity; Soil science; Wastewater; Engineering; Soil water","score_opus":0.03018224586997806,"score_gpt":0.2292660216296706,"score_spread":0.19908377575969255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110033265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74402726,0.0006708168,0.24511378,0.00023697122,0.00005682164,0.00017246896,0.00045458545,0.0005395294,0.008727734],"genre_scores_gemma":[0.9831594,0.00033500287,0.013905579,0.000025651741,0.000007926194,0.00014090253,0.0001642771,0.000033080534,0.0022281127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999816,0.000043099255,0.000012524572,0.00003063858,0.000054179607,0.000043527107],"domain_scores_gemma":[0.9994272,0.0003374469,0.000093724564,0.000031129563,0.00007757261,0.000032967535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025148658,0.00051605876,0.0005228556,0.00043895663,0.00044031805,0.00087392755,0.00067885424,0.0012586992,0.00059335236],"category_scores_gemma":[0.0012713155,0.00029653555,0.00060867,0.00041805755,0.0007706852,0.0005932525,0.0005967197,0.00041723027,0.000103682534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015716363,0.000012937844,0.0006977783,0.00002444217,0.0000055515325,0.000056412828,0.00001976548,0.9912458,0.006077599,0.00085095904,0.000027500339,0.0009656069],"study_design_scores_gemma":[0.0000060763296,0.000017549643,0.00025818346,0.0000030893673,0.0000029343728,0.00001653363,0.000008109647,0.9971951,0.0019389316,0.00035499633,0.00019416526,0.0000043065365],"about_ca_topic_score_codex":0.018394163,"about_ca_topic_score_gemma":0.0078835925,"teacher_disagreement_score":0.018394163,"about_ca_system_score_codex":0.0014561843,"about_ca_system_score_gemma":0.0010590688,"threshold_uncertainty_score":0.036574185},"labels":[],"label_agreement":null},{"id":"W2110995818","doi":"10.5276/jswtm.2013.292","title":"Influence of Normal Stress on Hydration of GCLS from Subsoil","year":2014,"lang":"en","type":"article","venue":"The Journal of Solid Waste Technology and Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subsoil; Stress (linguistics); Environmental science; Soil science","score_opus":0.003822466324178172,"score_gpt":0.20049140995295064,"score_spread":0.19666894362877246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110995818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99943453,0.00007789529,0.00018633627,0.0000050783833,0.0000031316533,0.0000061381143,0.00006354693,0.0000059544127,0.00021747615],"genre_scores_gemma":[0.9990164,0.00008439568,0.00034985642,0.000009255638,0.000001682662,0.0000093938925,0.00012229328,0.0000089937,0.0003976843],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998282,0.000023449375,0.00001441847,0.000029698533,0.000060658364,0.000043496682],"domain_scores_gemma":[0.99974245,0.000053018495,0.00006514958,0.000014916223,0.00006197414,0.00006250574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018847908,0.00039199003,0.00024815556,0.00017506888,0.00019192586,0.0003178686,0.00013124225,0.00016070004,0.0009159646],"category_scores_gemma":[0.00036967773,0.00014459397,0.000189659,0.00019392671,0.00025715033,0.00027196217,0.00038564298,0.0003789786,0.000100276826],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014651507,0.000017078008,0.000999993,0.00002888001,0.000005761138,0.000047093938,0.00008572719,0.00014594122,0.9975229,0.000011882822,0.000009854749,0.0009784752],"study_design_scores_gemma":[0.00000431411,0.000585952,0.020300394,0.0000070347533,0.0000136167055,0.000060488946,0.00023502317,0.00066040445,0.97743237,0.000024896639,0.000662061,0.000013406109],"about_ca_topic_score_codex":0.0017552611,"about_ca_topic_score_gemma":0.0036919848,"teacher_disagreement_score":0.0017552611,"about_ca_system_score_codex":0.00021646603,"about_ca_system_score_gemma":0.00022243756,"threshold_uncertainty_score":0.0034900308},"labels":[],"label_agreement":null},{"id":"W2111185770","doi":"10.1680/gein.2009.16.6.468","title":"Transport of volatile organic compounds through PVC and LLDPE geomembranes from both aqueous and vapour phases","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Industry Canada; U.S. Environmental Protection Agency","keywords":"Geomembrane; Sorption; Linear low-density polyethylene; Toluene; Aqueous solution; Ethylbenzene; Vinyl chloride; Diffusion; Aqueous two-phase system; Phase (matter); Chemistry; Polyethylene; Partition coefficient; Environmental chemistry; Materials science; Chemical engineering; Chromatography; Organic chemistry; Polymer; Adsorption; Composite material; Thermodynamics","score_opus":0.0076641103135026084,"score_gpt":0.22151068848776925,"score_spread":0.21384657817426664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111185770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864095,0.00011198911,0.0009659498,0.000018322002,0.0000034688287,0.0000057796424,0.0000998139,0.000008906451,0.00014482297],"genre_scores_gemma":[0.9971091,0.00019750648,0.0016117934,0.000014475861,0.0000020748087,0.000014358745,0.00021392232,0.000006353014,0.0008303985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998431,0.0000263878,0.000009193524,0.000037793296,0.000047480375,0.000036041474],"domain_scores_gemma":[0.9998252,0.00006195799,0.000041555908,0.000011848222,0.000047300506,0.0000121577195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022613058,0.00019448073,0.000181406,0.00015913633,0.00022073262,0.00034960223,0.00014882813,0.0002682756,0.00046690684],"category_scores_gemma":[0.00042254335,0.000086838496,0.00018115708,0.0001759508,0.0002737277,0.000388337,0.00019719968,0.00025218938,0.000118505464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008001982,0.0000080450645,0.00056619354,0.0000379102,0.0000041148714,0.000019550933,0.000035115143,0.00022812965,0.9975967,0.00006542784,0.000016551838,0.0013421875],"study_design_scores_gemma":[0.00001050305,0.00019250398,0.0027402572,0.0000062757867,0.000009130536,0.000048906302,0.00007463909,0.0015894884,0.99469984,0.000041538748,0.0005807277,0.0000061758506],"about_ca_topic_score_codex":0.002608239,"about_ca_topic_score_gemma":0.0012376102,"teacher_disagreement_score":0.002608239,"about_ca_system_score_codex":0.00043813305,"about_ca_system_score_gemma":0.0002820615,"threshold_uncertainty_score":0.0051861405},"labels":[],"label_agreement":null},{"id":"W2111601562","doi":"10.1139/t05-039","title":"Modelling species fate and porous media effects for landfill leachate flow","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Leachate; Porous medium; Porosity; Inert; Calcium carbonate; Precipitation; Chemistry; Environmental engineering; Environmental science; Chemical engineering; Environmental chemistry; Geotechnical engineering; Geology","score_opus":0.014578287584180396,"score_gpt":0.20288164053159072,"score_spread":0.18830335294741032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111601562","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5848167,0.0008496896,0.40601513,0.00045060788,0.0000700484,0.00023004563,0.0006917262,0.00062936934,0.0062466306],"genre_scores_gemma":[0.9596104,0.0006622081,0.035311013,0.000038865564,0.000018508677,0.0002035944,0.00021909333,0.00005074646,0.0038855285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998609,0.00004256595,0.000009753655,0.000021279007,0.000036247937,0.000029245495],"domain_scores_gemma":[0.99957734,0.00028698693,0.000052758875,0.000013336684,0.000046270587,0.000023288289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041538625,0.0007315797,0.000466163,0.0006103901,0.0007686305,0.000819711,0.00074225105,0.0012425303,0.00091952435],"category_scores_gemma":[0.0011006849,0.00038541105,0.00079171825,0.00046150776,0.000701656,0.00086910406,0.00058937084,0.00046037437,0.000103697756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016972463,0.000019299601,0.0008824444,0.000031613046,0.0000060289062,0.00003970481,0.000033968998,0.99068695,0.0038160882,0.002340928,0.000052969917,0.002073005],"study_design_scores_gemma":[0.000009621055,0.00001518028,0.0002225573,0.0000037119648,0.0000052370615,0.000013694897,0.000013841601,0.9968997,0.0015651516,0.000927621,0.00031676536,0.0000069190155],"about_ca_topic_score_codex":0.050577186,"about_ca_topic_score_gemma":0.026567379,"teacher_disagreement_score":0.050577186,"about_ca_system_score_codex":0.0019102577,"about_ca_system_score_gemma":0.0017314111,"threshold_uncertainty_score":0.10056561},"labels":[],"label_agreement":null},{"id":"W2114577785","doi":"10.1016/s0266-1144(99)00023-0","title":"Diffusion of sodium and chloride through geosynthetic clay liners","year":2000,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":124,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Diffusion; Void (composites); Sodium; Effective diffusion coefficient; Materials science; Analytical Chemistry (journal); Chloride; Geosynthetic clay liner; Void ratio; Chemistry; Fick's laws of diffusion; Grain boundary diffusion coefficient; Thermodynamics; Composite material; Chromatography; Soil science; Metallurgy; Geology; Microstructure","score_opus":0.0050756210087261186,"score_gpt":0.19659296124804843,"score_spread":0.19151734023932232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114577785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99810237,0.00019185037,0.0006406962,0.000037275444,0.000005742744,0.000008443784,0.000076076576,0.000021305284,0.0009163137],"genre_scores_gemma":[0.9966343,0.0002523802,0.0005780844,0.00001462091,0.000003105363,0.000006641797,0.00009763169,0.000007599362,0.002405742],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997876,0.000043084718,0.00001342958,0.00005546038,0.00005317067,0.00004724211],"domain_scores_gemma":[0.9997793,0.00009266342,0.000052294206,0.000012103668,0.00004732333,0.000016382042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026927498,0.00027793742,0.0003019595,0.0002973058,0.00028391424,0.00070720445,0.00038254273,0.0004548582,0.0015487162],"category_scores_gemma":[0.00050540717,0.00015030791,0.00025310667,0.0001757466,0.00036902298,0.0008573331,0.00039313236,0.00035840692,0.00034719548],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010941519,0.000038693488,0.0010476176,0.00013110689,0.000012429649,0.000090247784,0.0001997638,0.0029026226,0.9894159,0.00080985314,0.00011108271,0.004146559],"study_design_scores_gemma":[0.00009689351,0.00066873647,0.00087903626,0.000007758866,0.000011316558,0.000052175605,0.00020106214,0.010702116,0.98585284,0.00014931386,0.0013577326,0.000021131695],"about_ca_topic_score_codex":0.006969585,"about_ca_topic_score_gemma":0.0032197959,"teacher_disagreement_score":0.006969585,"about_ca_system_score_codex":0.0008651216,"about_ca_system_score_gemma":0.00043729792,"threshold_uncertainty_score":0.01385802},"labels":[],"label_agreement":null},{"id":"W2114935963","doi":"10.1016/j.jconhyd.2004.06.001","title":"Evolution of clog formation with time in columns permeated with synthetic landfill leachate","year":2004,"lang":"en","type":"article","venue":"Journal of Contaminant Hydrology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; University of Manitoba","funders":"","keywords":"Leachate; Clogging; Chemistry; Calcium carbonate; Hydraulic conductivity; Chemical oxygen demand; Environmental chemistry; Carbonate; Porosity; Porous medium; Environmental engineering; Environmental science; Wastewater; Soil science; Soil water; Organic chemistry","score_opus":0.0032052776307492027,"score_gpt":0.17894972176878896,"score_spread":0.17574444413803975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114935963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99797326,0.00020577386,0.00065517554,0.00004891745,0.000011326221,0.0000073402944,0.00045776897,0.000040681043,0.0005998324],"genre_scores_gemma":[0.9980921,0.00009475147,0.0004200896,0.000031120046,0.0000039550478,0.000006975101,0.0004104253,0.000010313055,0.0009302774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975735,0.00003182667,0.000013275859,0.000054901313,0.000052633884,0.000090039386],"domain_scores_gemma":[0.99952877,0.00015437951,0.00010785322,0.00002306824,0.000130783,0.000055122146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002786065,0.00021059834,0.00028403278,0.00029440928,0.00037701507,0.00061664474,0.00020042717,0.0005577671,0.0012044568],"category_scores_gemma":[0.0006557801,0.0001756134,0.0002724137,0.00022767288,0.00040400788,0.0005014316,0.00017461991,0.000403964,0.00026699033],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014374969,0.000059571303,0.0036896097,0.000036490823,0.00002131367,0.000094807634,0.00011385935,0.0003629042,0.991706,0.000049641287,0.00007623792,0.0023520587],"study_design_scores_gemma":[0.000012237169,0.0005074907,0.014570002,0.000004925467,0.00001586289,0.00005894189,0.00018722852,0.0021459777,0.9817333,0.000035631576,0.000714396,0.0000138670075],"about_ca_topic_score_codex":0.0064920937,"about_ca_topic_score_gemma":0.005346506,"teacher_disagreement_score":0.0064920937,"about_ca_system_score_codex":0.00053303776,"about_ca_system_score_gemma":0.000327017,"threshold_uncertainty_score":0.0129086375},"labels":[],"label_agreement":null},{"id":"W2115723698","doi":"10.1061/(asce)gt.1943-5606.0001087","title":"Short-Term Local Tensile Strains in HDPE Heap Leach Geomembranes from Coarse Overliner Materials","year":2014,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geomembrane; Heap leaching; Ultimate tensile strength; High-density polyethylene; Geotechnical engineering; Materials science; Grain size; Polyethylene; Tensile strain; Particle-size distribution; Composite material; Particle size; Geology; Metallurgy; Copper","score_opus":0.0052637070673094265,"score_gpt":0.1891395215854892,"score_spread":0.18387581451817978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115723698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99959296,0.000044547978,0.0001598968,0.0000024734093,0.0000015090405,0.0000038588837,0.000057178047,0.0000037964744,0.00013368453],"genre_scores_gemma":[0.999015,0.00006326345,0.00023727107,0.000006825158,0.0000016228403,0.000009361718,0.00016208096,0.000004476432,0.00050010846],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998635,0.000017489661,0.000010687139,0.000025793379,0.00005193053,0.000030514006],"domain_scores_gemma":[0.9997794,0.000053727872,0.00006820881,0.00001697955,0.00004394414,0.0000377247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016697313,0.00026808918,0.00018198151,0.0001443354,0.00019822463,0.00024862945,0.0001425858,0.00023770166,0.0007489931],"category_scores_gemma":[0.00031757326,0.00014355003,0.00014557535,0.00022652527,0.00022477526,0.00023156207,0.0002633051,0.00029166468,0.00011077215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017366897,0.000017524862,0.0014476791,0.000027710425,0.000006167619,0.000083967454,0.00004746112,0.00021529746,0.9970776,0.000011588377,0.000008314935,0.00088302256],"study_design_scores_gemma":[0.0000089124815,0.00047202094,0.04156022,0.0000064245396,0.000011519779,0.00007954547,0.00021751033,0.0008055166,0.9564786,0.000020559308,0.0003313418,0.000007857522],"about_ca_topic_score_codex":0.0005534002,"about_ca_topic_score_gemma":0.0009972958,"teacher_disagreement_score":0.0007489931,"about_ca_system_score_codex":0.00016539126,"about_ca_system_score_gemma":0.0001046527,"threshold_uncertainty_score":0.0025056005},"labels":[],"label_agreement":null},{"id":"W2118791154","doi":"10.1139/s02-033","title":"A mathematical modeling approach to improve the point estimation of landfill gas surface emissions using the flux chamber technique","year":2002,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Landfill gas; Flux (metallurgy); Environmental science; Methane; Advection; Greenhouse gas; Soil gas; Fugitive emissions; Environmental engineering; Mathematical model; Soil science; Mechanics; Soil water; Chemistry; Geology; Mathematics","score_opus":0.015249203766245984,"score_gpt":0.21757707153147496,"score_spread":0.20232786776522899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118791154","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0057562836,0.00012654075,0.9924885,0.00012075834,0.000034032946,0.000028770011,0.000045514887,0.0001708736,0.0012286407],"genre_scores_gemma":[0.42541656,0.0010307179,0.5683945,0.00007840827,0.00009216269,0.0005705001,0.00020706825,0.00008022857,0.0041298643],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999729,0.00007321499,0.00002161694,0.000043555454,0.000118541975,0.000014113037],"domain_scores_gemma":[0.9994592,0.00030632803,0.000063613195,0.000040841674,0.00012136607,0.000008619635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006432621,0.00076425116,0.0004541672,0.0006536495,0.00031012375,0.000653246,0.0007298569,0.0007775742,0.0012495475],"category_scores_gemma":[0.0019058137,0.0003074668,0.0008409439,0.0004398016,0.00042514227,0.0010852473,0.00036413383,0.00065694645,0.00031246833],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020698331,0.000039835682,0.0007395352,0.0001049003,0.000023531895,0.000055702727,0.000047255537,0.9410031,0.010570486,0.02583926,0.0004000994,0.021155545],"study_design_scores_gemma":[0.0000030374908,0.000022720757,0.00010939181,0.0000048751067,0.0000054323023,0.000021254536,0.0000031968073,0.9948184,0.001985511,0.0017359627,0.0012834388,0.000006745469],"about_ca_topic_score_codex":0.0037831855,"about_ca_topic_score_gemma":0.0020063645,"teacher_disagreement_score":0.0037831855,"about_ca_system_score_codex":0.0006184531,"about_ca_system_score_gemma":0.00083774386,"threshold_uncertainty_score":0.0075223446},"labels":[],"label_agreement":null},{"id":"W2118796165","doi":"10.1061/9780784413272.184","title":"Influence of Compaction Degree on Membrane Behavior of Compacted Clay Amended with Bentonite","year":2014,"lang":"en","type":"article","venue":"Geo-Congress 2014 Technical Papers","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Bentonite; Compaction; Membrane; Degree (music); Chemistry; Chemical engineering; Geotechnical engineering; Materials science; Composite material; Geology; Biochemistry; Engineering","score_opus":0.011436794250007733,"score_gpt":0.23793959087760097,"score_spread":0.22650279662759323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118796165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994516,0.00016466448,0.00014978895,0.000009312336,0.0000039604574,0.000004978961,0.000047110534,0.000004807699,0.00016386555],"genre_scores_gemma":[0.99936634,0.0001410319,0.00020513035,0.000009972919,0.0000016733726,0.000004690284,0.00006243611,0.0000025472489,0.00020616468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972373,0.00005867232,0.000036966252,0.000047261754,0.000071755385,0.00006157644],"domain_scores_gemma":[0.9996494,0.000111699876,0.00009863656,0.000024670386,0.00006703172,0.00004851908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020676642,0.0003060589,0.0003100664,0.00019017291,0.00014979554,0.00044647368,0.0001448574,0.00024252286,0.00042656861],"category_scores_gemma":[0.0005934691,0.00018804343,0.00020671831,0.00023294945,0.00022419031,0.00027306768,0.00021366068,0.00034235706,0.00007771999],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018993646,0.000016728496,0.001234921,0.00004534519,0.000012722728,0.000055256478,0.000050502633,0.00013106034,0.99739325,0.0000130416165,0.000007474429,0.00084979483],"study_design_scores_gemma":[0.000009829717,0.00069498067,0.033196427,0.000013391395,0.000048436148,0.00009567355,0.00020160896,0.0007571267,0.96430755,0.000014814826,0.00064479926,0.00001532762],"about_ca_topic_score_codex":0.0028929105,"about_ca_topic_score_gemma":0.0034320152,"teacher_disagreement_score":0.0028929105,"about_ca_system_score_codex":0.00026746318,"about_ca_system_score_gemma":0.00013942904,"threshold_uncertainty_score":0.0057521462},"labels":[],"label_agreement":null},{"id":"W2120908720","doi":"10.1139/t05-059","title":"Effect of geosynthetics on the hydraulic performance of leak-detection systems","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetic clay liner; Geosynthetics; Geotechnical engineering; Leakage (economics); Drainage; Leachate; Degree of saturation; Geotextile; Composite number; Finite element method; Materials science; Hydraulic conductivity; Geology; Composite material; Engineering; Soil water; Structural engineering; Waste management; Soil science","score_opus":0.005911168253935204,"score_gpt":0.19496831665776782,"score_spread":0.18905714840383261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120908720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962644,0.00004177305,0.0034733347,0.000010147232,0.0000018488806,0.000005604438,0.000022640877,0.000043741602,0.00013649456],"genre_scores_gemma":[0.9990658,0.000018295777,0.00074161385,0.0000043045543,5.522702e-7,0.0000029937385,0.000019853913,0.000003346602,0.00014309834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996617,0.00008038038,0.00003176007,0.000041133444,0.00012207725,0.00006293],"domain_scores_gemma":[0.99894303,0.0005432103,0.00021581713,0.000058869824,0.00016847767,0.0000706225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005223943,0.00030817115,0.00029451848,0.00025078788,0.00021914096,0.00028799102,0.00026579836,0.0002513672,0.0008221674],"category_scores_gemma":[0.0016687266,0.00014466568,0.00017270127,0.00014485948,0.00034410311,0.00044162682,0.00042136214,0.00018298547,0.00013978595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017475681,0.00022018315,0.015716583,0.0002837986,0.00003990922,0.00023747653,0.00037878574,0.13444646,0.82243425,0.00025037234,0.00010421039,0.024140406],"study_design_scores_gemma":[0.000049765942,0.0023142365,0.017728196,0.000014584671,0.000042628282,0.00011868719,0.00021430299,0.10404316,0.87471,0.00010840977,0.0006220171,0.000033943314],"about_ca_topic_score_codex":0.001606606,"about_ca_topic_score_gemma":0.0028165367,"teacher_disagreement_score":0.001606606,"about_ca_system_score_codex":0.00047330474,"about_ca_system_score_gemma":0.00033358202,"threshold_uncertainty_score":0.003434062},"labels":[],"label_agreement":null},{"id":"W2120956767","doi":"10.1061/(asce)ee.1943-7870.0000212","title":"Numerical Examination of a Method for Reducing the Temperature of Municipal Solid Waste Landfill Liners","year":2009,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Geomembrane; High-density polyethylene; Polyethylene; Waste management; Water cooling; Service life; Coolant; Municipal solid waste; Environmental science; Heat transfer; Volumetric flow rate; Geotechnical engineering; Materials science; Engineering; Composite material; Mechanical engineering; Mechanics","score_opus":0.007078214818878627,"score_gpt":0.24296287421506185,"score_spread":0.23588465939618322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120956767","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4315444,0.00026785152,0.5534714,0.00023335346,0.00006225213,0.00019590213,0.00012713856,0.0009681908,0.013129576],"genre_scores_gemma":[0.9175925,0.000076050695,0.08032265,0.000016397047,0.0000061021765,0.00009706136,0.000025723533,0.00004336938,0.0018200594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989676,0.00002501857,0.000004480922,0.000013812903,0.0000463809,0.000013553309],"domain_scores_gemma":[0.99957794,0.00023425394,0.00005722885,0.00003978177,0.00007609792,0.000014671677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034619338,0.00024731233,0.00032815474,0.0002660141,0.0002386475,0.0003284017,0.00047360596,0.00054152467,0.0021001967],"category_scores_gemma":[0.0013449725,0.0001685812,0.00025648088,0.00021383983,0.00031048083,0.00026691955,0.0002546119,0.0003049928,0.000161422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000094993884,0.00008381462,0.0010551212,0.00009641255,0.000013536543,0.000037200032,0.0000471576,0.93885756,0.034099456,0.0026156425,0.0002253291,0.02277375],"study_design_scores_gemma":[0.000017524972,0.00006569556,0.0002504804,0.0000045011116,0.000005534445,0.00000823024,0.0000101066025,0.9936608,0.0052604238,0.00022453732,0.00048809504,0.000004071732],"about_ca_topic_score_codex":0.0031069,"about_ca_topic_score_gemma":0.0029342666,"teacher_disagreement_score":0.0031069,"about_ca_system_score_codex":0.0005471889,"about_ca_system_score_gemma":0.00046790284,"threshold_uncertainty_score":0.007025838},"labels":[],"label_agreement":null},{"id":"W2121412569","doi":"10.1139/t11-028","title":"Hydraulic conductivity of model soil–bentonite backfills subjected to wet–dry cycling","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Council","keywords":"Hydraulic conductivity; Bentonite; Geotechnical engineering; Cycling; Geology; Clay soil; Geosynthetic clay liner; Soil science; Soil water","score_opus":0.03469237354520301,"score_gpt":0.23375629946404664,"score_spread":0.19906392591884361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121412569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995602,0.000038661,0.00021330087,0.00000391631,0.0000014626117,0.0000031500774,0.00007323,0.000007981716,0.000098109456],"genre_scores_gemma":[0.9990522,0.000051325267,0.00036955625,0.0000074793325,8.944493e-7,0.000006923363,0.00016713701,0.000006616086,0.0003379274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998336,0.000018970744,0.000014987556,0.000026624757,0.000061309074,0.00004451003],"domain_scores_gemma":[0.9998055,0.00004019887,0.000045459587,0.000018447663,0.000059910195,0.000030556876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028358633,0.0003472928,0.00038285065,0.00028548716,0.0002738634,0.00029078423,0.00021856984,0.00029494672,0.00075258105],"category_scores_gemma":[0.00041647762,0.00021309083,0.0002500158,0.0002954288,0.0003569077,0.00031309185,0.00025195506,0.00026777064,0.00011458976],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002537327,0.000019281686,0.0021983113,0.000043388343,0.000012440658,0.00006870722,0.00010162348,0.00079154153,0.99505025,0.0000184433,0.000017091783,0.0014252102],"study_design_scores_gemma":[0.000011473894,0.0006795627,0.029953212,0.000007038791,0.000028440358,0.000112515125,0.00028019852,0.0028329308,0.96560806,0.000033169385,0.00043558487,0.00001780725],"about_ca_topic_score_codex":0.0047186557,"about_ca_topic_score_gemma":0.009234932,"teacher_disagreement_score":0.0047186557,"about_ca_system_score_codex":0.0003347841,"about_ca_system_score_gemma":0.00024274843,"threshold_uncertainty_score":0.009382367},"labels":[],"label_agreement":null},{"id":"W2121535019","doi":"10.1061/41165(397)211","title":"Degradation of Exposed LLDPE and HDPE Geomembranes: A Review","year":2011,"lang":"en","type":"review","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Linear low-density polyethylene; Materials science; Polyethylene; Composite material","score_opus":0.06733454536221567,"score_gpt":0.2905657636960708,"score_spread":0.22323121833385512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121535019","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00096771074,0.9977417,0.0002603021,0.00005543024,0.00006705243,0.000010008325,0.000039609145,0.0000075302096,0.0008507202],"genre_scores_gemma":[0.0025026926,0.99638677,0.0002805006,0.000039438626,0.000032614706,0.000011638473,0.00005211273,0.0000014086521,0.000692776],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999699,0.00003214717,0.000052637635,0.00006029562,0.00012636086,0.000029560963],"domain_scores_gemma":[0.99952054,0.0001256872,0.00014439506,0.000014370043,0.00017348886,0.00002151471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059603044,0.0013223869,0.0017280749,0.0026900608,0.0003067053,0.0008106325,0.000856955,0.0010397146,0.002466319],"category_scores_gemma":[0.00063679536,0.00042775334,0.00083198707,0.002723397,0.00028372832,0.001196387,0.0004503218,0.0004703778,0.0014328607],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012357131,0.0001795149,0.00064249,0.065562725,0.00023853728,0.00036045065,0.00012156622,0.001013334,0.015675692,0.0011400889,0.008448715,0.90649325],"study_design_scores_gemma":[0.000024496478,0.0005500085,0.0041688317,0.008425397,0.00073341985,0.002299679,0.0002627398,0.00036162886,0.024766896,0.0009911745,0.95735264,0.00006309202],"about_ca_topic_score_codex":0.0014783611,"about_ca_topic_score_gemma":0.0020046656,"teacher_disagreement_score":0.0026900608,"about_ca_system_score_codex":0.00048316998,"about_ca_system_score_gemma":0.0010529737,"threshold_uncertainty_score":0.008250654},"labels":[],"label_agreement":null},{"id":"W2121635166","doi":"10.1177/0734242x07082107","title":"Effect of saline water and sludge addition on biodegradation of municipal solid waste in bioreactor landfills","year":2009,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Carleton University","funders":"","keywords":"Bioreactor; Leachate; Biodegradation; Bioreactor landfill; Waste management; Municipal solid waste; Methane; Pulp and paper industry; Environmental science; Environmental engineering; Environmental chemistry; Chemistry","score_opus":0.01634431522434183,"score_gpt":0.3030294409548268,"score_spread":0.286685125730485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121635166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99899584,0.0003546114,0.0002655015,0.000026174284,0.000021495747,0.000026336085,0.000073051146,0.000014002205,0.00022294826],"genre_scores_gemma":[0.99678075,0.00051790196,0.0017551555,0.000056289802,0.000011818467,0.00004066244,0.00016893732,0.000011024367,0.00065744936],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988232,0.0003177818,0.00022538833,0.0001915553,0.0002701708,0.00017190322],"domain_scores_gemma":[0.9988318,0.00033324468,0.00033536818,0.000053770404,0.00028890686,0.00015691215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006261852,0.00082602736,0.001002056,0.00040976392,0.00028256184,0.001040091,0.00040107247,0.00067374343,0.00066684786],"category_scores_gemma":[0.0011336749,0.00028076666,0.0006985352,0.0005097089,0.00047136238,0.00063035847,0.0006568832,0.00069000333,0.0002094433],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016365424,0.00027953504,0.0015289461,0.00020738383,0.000045805547,0.0000970912,0.00010439935,0.00041016404,0.9917835,0.000017549544,0.000024151137,0.0038650092],"study_design_scores_gemma":[0.000028067554,0.0032717774,0.005004688,0.000018857616,0.00006247998,0.00005701555,0.00016690957,0.000710724,0.99017406,0.000019143768,0.00046441366,0.000021953023],"about_ca_topic_score_codex":0.002565867,"about_ca_topic_score_gemma":0.0036521463,"teacher_disagreement_score":0.002565867,"about_ca_system_score_codex":0.0005225607,"about_ca_system_score_gemma":0.00066241925,"threshold_uncertainty_score":0.0051018596},"labels":[],"label_agreement":null},{"id":"W2124849017","doi":"10.1139/t07-109","title":"Geotechnical properties of a municipal water treatment sludge incorporating a coagulant","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Trinity College Dublin; University College Dublin","keywords":"Oedometer test; Consolidation (business); Geotechnical engineering; Compaction; Permeability (electromagnetism); Soil water; Specific gravity; Compressive strength; Mineralogy; Geology; Materials science; Soil science; Composite material; Chemistry","score_opus":0.03534235947165717,"score_gpt":0.21761226829753075,"score_spread":0.18226990882587357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2124849017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99976224,0.000018606479,0.00007291362,0.000005139014,6.9112866e-7,0.000003969267,0.000026596565,0.000003918914,0.00010599304],"genre_scores_gemma":[0.9993073,0.000045076544,0.00017910583,0.000008852968,0.0000015923683,0.0000036732433,0.00012369722,0.0000023439718,0.00032847456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997309,0.00004209535,0.000021950113,0.000029636934,0.00013333613,0.00004209559],"domain_scores_gemma":[0.99975044,0.000060951115,0.000045884266,0.000010877338,0.00008941795,0.00004240789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024235874,0.00030238472,0.00036609173,0.0005021833,0.0005051488,0.000517937,0.00011880565,0.00038951304,0.0005679795],"category_scores_gemma":[0.0006168322,0.0001287833,0.00018840667,0.0007839272,0.00031426112,0.00014158594,0.00022365956,0.00021821231,0.00017597832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002875591,0.0000994651,0.016240925,0.000060644794,0.000015609146,0.00034649682,0.00014831268,0.0012582898,0.9779277,0.000020501133,0.00003227105,0.0035621484],"study_design_scores_gemma":[0.00007189507,0.0040302607,0.47245246,0.000024897578,0.000089331035,0.0008363323,0.0011461135,0.0089250095,0.51007026,0.00008190513,0.0022277941,0.0000437888],"about_ca_topic_score_codex":0.010184543,"about_ca_topic_score_gemma":0.008596869,"teacher_disagreement_score":0.010184543,"about_ca_system_score_codex":0.0004801354,"about_ca_system_score_gemma":0.00036467196,"threshold_uncertainty_score":0.020250559},"labels":[],"label_agreement":null},{"id":"W2128006615","doi":"10.1139/t07-065","title":"A capillary-tube model for two-phase transient flow through bentonite materials","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Atomic Energy of Canada Limited","keywords":"Hydraulic conductivity; Capillary action; Geotechnical engineering; Bentonite; Mechanics; Materials science; Infiltration (HVAC); Tube (container); Flow (mathematics); Swell; Porous medium; Plasticity; Porosity; Geology; Soil water; Soil science; Composite material; Physics","score_opus":0.021447043451319894,"score_gpt":0.276358452564353,"score_spread":0.2549114091130331,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2128006615","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07329999,0.0022007325,0.89452124,0.0011091669,0.00032393282,0.000249325,0.000756381,0.0006942058,0.026845034],"genre_scores_gemma":[0.8397813,0.0030867849,0.078705,0.0003772636,0.00019764362,0.0011108827,0.0005756172,0.00028895354,0.07587659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986446,0.000025043064,0.000007908397,0.000037788264,0.00003838034,0.00002644782],"domain_scores_gemma":[0.9997888,0.0000976215,0.000025863992,0.000014309618,0.000049012426,0.00002437521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032066889,0.00093780196,0.000841928,0.00086070463,0.0006893664,0.0010636055,0.001684638,0.002718047,0.003105636],"category_scores_gemma":[0.0007879583,0.0004683984,0.0009931887,0.0005990612,0.00091400946,0.0015630219,0.00047711786,0.0008891535,0.00075464475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059177637,0.00006479303,0.00035133338,0.00012018958,0.000017659573,0.0002856249,0.000115949195,0.8474568,0.018233534,0.12650132,0.0011481347,0.005645526],"study_design_scores_gemma":[0.000007594696,0.0000115203065,0.000052892025,0.0000036650113,0.000003915287,0.000026132064,0.0000049039804,0.99488306,0.00053516927,0.0033063588,0.0011549123,0.000009820209],"about_ca_topic_score_codex":0.012392313,"about_ca_topic_score_gemma":0.005819149,"teacher_disagreement_score":0.012392313,"about_ca_system_score_codex":0.0015867853,"about_ca_system_score_gemma":0.0010822703,"threshold_uncertainty_score":0.024640381},"labels":[],"label_agreement":null},{"id":"W2129924650","doi":"10.1007/s40098-012-0024-4","title":"Third Indian Geotechnical Society: Ferroco Terzaghi Oration Design and Construction of Barrier Systems to Minimize Environmental Impacts Due to Municipal Solid Waste Leachate and Gas","year":2012,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Municipal solid waste; Waste management; Landfill gas; Waste collection; Civil engineering; Bioreactor landfill; Context (archaeology); Environmental science; Underground storage tank; Engineering; Environmental engineering; Geology","score_opus":0.014165576305287276,"score_gpt":0.24110797193183983,"score_spread":0.22694239562655255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129924650","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07866419,0.03393857,0.016720958,0.140374,0.04659079,0.00044369115,0.0017478112,0.0023159827,0.6792041],"genre_scores_gemma":[0.079509534,0.008132978,0.0029983555,0.0019264387,0.0016403456,0.00006328412,0.00038995486,0.00019463457,0.9051445],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9994375,0.000047012163,0.00003937206,0.00008934359,0.00023554554,0.00015126167],"domain_scores_gemma":[0.9979944,0.00012453103,0.000100239435,0.00013777956,0.0013390622,0.0003039703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010361598,0.0009150439,0.00034965653,0.0012745825,0.0027422442,0.003134466,0.00085223606,0.0022136772,0.07940541],"category_scores_gemma":[0.0010232013,0.00035811524,0.0003556013,0.0016098032,0.00061520643,0.0010956204,0.0017462167,0.0015055772,0.020209972],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019769615,0.00022092764,0.004468675,0.00064145675,0.000026138048,0.0019794472,0.001012226,0.001636953,0.020528419,0.015730005,0.6034784,0.35007963],"study_design_scores_gemma":[0.000009511363,0.00006054736,0.0035187216,0.0000680666,0.000019463021,0.0006765268,0.0006108224,0.0005204094,0.0040978407,0.0008369537,0.9895628,0.000018356988],"about_ca_topic_score_codex":0.021660088,"about_ca_topic_score_gemma":0.039137002,"teacher_disagreement_score":0.07940541,"about_ca_system_score_codex":0.0020601312,"about_ca_system_score_gemma":0.0073864064,"threshold_uncertainty_score":0.26563758},"labels":[],"label_agreement":null},{"id":"W2131119790","doi":"10.1016/j.geotexmem.2011.06.001","title":"Factors affecting GCL hydration under isothermal conditions","year":2011,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":117,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation","keywords":"Water content; Geosynthetic clay liner; Geotechnical engineering; Moisture; Pore water pressure; Isothermal process; Gravimetric analysis; Materials science; Field capacity; Foundation (evidence); Soil water; Composite material; Environmental science; Soil science; Chemistry; Hydraulic conductivity; Geology","score_opus":0.03256867668203211,"score_gpt":0.22271603222109937,"score_spread":0.19014735553906725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131119790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99815,0.00007248334,0.00025650024,0.000018463721,0.000002067745,0.000023194081,0.00012104573,0.000009330217,0.0013469254],"genre_scores_gemma":[0.99922156,0.000034823057,0.00014218468,0.000008465256,0.0000011812157,0.000010545645,0.00012110162,0.000006388332,0.00045373026],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960667,0.00007099664,0.000021705928,0.00005821907,0.00010337765,0.00013907175],"domain_scores_gemma":[0.9992212,0.0002860397,0.00016966373,0.00004153995,0.00019148676,0.00008999548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004560126,0.00014734309,0.00025486862,0.0003050129,0.00062800513,0.0010662453,0.00025181504,0.00023095087,0.0031929745],"category_scores_gemma":[0.0019467804,0.00016217472,0.00020918944,0.00044822242,0.00074436015,0.0007338725,0.0005131349,0.00039012232,0.0003699391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020325128,0.00025777993,0.08086913,0.00020560418,0.000053575033,0.0003357443,0.0015006423,0.0038588762,0.89556503,0.00089144026,0.0003244633,0.014105171],"study_design_scores_gemma":[0.000026168778,0.0005857639,0.43950203,0.000033099685,0.000049606413,0.00016650053,0.0032976745,0.0060028234,0.5458976,0.0004075907,0.003984226,0.00004694849],"about_ca_topic_score_codex":0.014850429,"about_ca_topic_score_gemma":0.012833555,"teacher_disagreement_score":0.014850429,"about_ca_system_score_codex":0.0007387541,"about_ca_system_score_gemma":0.00068055757,"threshold_uncertainty_score":0.029528022},"labels":[],"label_agreement":null},{"id":"W2131225274","doi":"10.1016/j.geotexmem.2011.07.001","title":"Laboratory investigation of thermally induced desiccation of GCLs in double composite liner systems","year":2011,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Materials science; Composite material; Composite number; Desiccation; Moisture; Subsoil; Shrinkage; Geotechnical engineering; Environmental science; Hydraulic conductivity; Soil science; Soil water; Geology; Botany","score_opus":0.025962594968313754,"score_gpt":0.2072483949390915,"score_spread":0.18128579997077776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131225274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856347,0.00008080105,0.0009530039,0.000012286503,0.000005651201,0.000017122484,0.00008512995,0.000030712257,0.00025185503],"genre_scores_gemma":[0.99881566,0.00005704838,0.0006989183,0.00001103809,0.0000035109047,0.0000144951055,0.00007059209,0.000007308768,0.00032144834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976546,0.000040379917,0.000015828196,0.00007428732,0.00006444205,0.000039557075],"domain_scores_gemma":[0.9996051,0.000105710904,0.000095226824,0.00005852995,0.00010182458,0.000033510743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032201534,0.0003121155,0.00030443998,0.00019540156,0.0004985848,0.0003135241,0.00031641306,0.00036669563,0.0011472218],"category_scores_gemma":[0.0004939269,0.00014942393,0.000302758,0.0001426647,0.00039176532,0.00037354536,0.00028929653,0.00035860343,0.00018692242],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035267542,0.00008846727,0.0014498373,0.00004572857,0.000010901972,0.00006134017,0.00008862669,0.0006577512,0.9955356,0.00005292485,0.000044618013,0.0016115382],"study_design_scores_gemma":[0.000019495128,0.0013344653,0.0052511203,0.0000042586125,0.000018702867,0.00006654885,0.00011019533,0.002670881,0.9901597,0.000024962868,0.0003310282,0.000008735123],"about_ca_topic_score_codex":0.0022275194,"about_ca_topic_score_gemma":0.0027370397,"teacher_disagreement_score":0.0022275194,"about_ca_system_score_codex":0.0005951761,"about_ca_system_score_gemma":0.0003201206,"threshold_uncertainty_score":0.0044291615},"labels":[],"label_agreement":null},{"id":"W2132342140","doi":"10.1139/t08-062","title":"2D modelling of clogging in landfill leachate collection systems","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Hydraulic conductivity; Leachate; Geotechnical engineering; Hydraulic head; Porosity; Finite element method; Environmental science; Geology; Engineering; Soil science; Structural engineering; Waste management","score_opus":0.028981409798524784,"score_gpt":0.20525654075314215,"score_spread":0.17627513095461736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132342140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44100028,0.0005789497,0.53539103,0.00047941838,0.000057456866,0.00018999749,0.0017028819,0.0014651947,0.019134792],"genre_scores_gemma":[0.9625479,0.00038057848,0.028007109,0.00005383043,0.000011882471,0.00024778247,0.00053040945,0.000112505964,0.008107892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978465,0.000050417893,0.000013412619,0.000038161223,0.00006710456,0.000046183628],"domain_scores_gemma":[0.99969697,0.00016355257,0.000038730246,0.000022777676,0.00005017088,0.000027771273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027750185,0.0006504426,0.0007806114,0.00068147696,0.00076595554,0.0017399143,0.00096442027,0.0017986036,0.002273959],"category_scores_gemma":[0.00083672826,0.0006399009,0.00081859593,0.00064533396,0.00090665085,0.0006649662,0.0008765161,0.00047973625,0.0003259323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008985332,0.0000060056823,0.00046257596,0.00001099005,0.0000028001987,0.0000427477,0.000022501848,0.99747014,0.00074399967,0.00044547717,0.000044568325,0.00073934766],"study_design_scores_gemma":[0.0000037971836,0.000006007252,0.00017608347,0.0000025772688,0.0000020310522,0.000013688823,0.000014478658,0.998961,0.0002862599,0.0002394324,0.0002896146,0.0000050806407],"about_ca_topic_score_codex":0.04556243,"about_ca_topic_score_gemma":0.021372052,"teacher_disagreement_score":0.04556243,"about_ca_system_score_codex":0.0012463975,"about_ca_system_score_gemma":0.001319335,"threshold_uncertainty_score":0.09059447},"labels":[],"label_agreement":null},{"id":"W2133545612","doi":"10.1520/jai102852","title":"Design and Performance of Plastic Drainage Pipes in Environmental Containment Facilities","year":2011,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Containment (computer programming); Drainage; Materials science; Environmental science; Waste management; Forensic engineering; Engineering; Computer science","score_opus":0.016002295155475025,"score_gpt":0.19942805425279017,"score_spread":0.18342575909731515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133545612","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929542,0.00020338605,0.0057609454,0.000026981752,0.000016297445,0.000052885676,0.00009184445,0.00013265389,0.0007608006],"genre_scores_gemma":[0.9965563,0.00006301574,0.0025608803,0.0000036878644,0.0000024154256,0.000022541344,0.00006353844,0.000011844913,0.0007158346],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992847,0.00018984838,0.00005712401,0.00009962262,0.0002450138,0.00012360458],"domain_scores_gemma":[0.99846125,0.00027249602,0.00044458074,0.00009805545,0.00054670183,0.00017695436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084528205,0.0006079615,0.00027506085,0.0006505995,0.00039487102,0.00054137345,0.0006712324,0.00045055946,0.0009907788],"category_scores_gemma":[0.001631931,0.00031447664,0.00021720889,0.00034189734,0.00025530736,0.0004966742,0.00042339487,0.00017782328,0.0003087178],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001567485,0.0006420985,0.037538428,0.0006372016,0.00004718787,0.00050709996,0.00038428503,0.09930761,0.8156749,0.0003743031,0.00066555024,0.04265398],"study_design_scores_gemma":[0.00009547935,0.00960285,0.07672703,0.000067046654,0.00012394668,0.00042885085,0.0004615522,0.070597395,0.83701384,0.0001970716,0.0046031866,0.00008169096],"about_ca_topic_score_codex":0.0012589577,"about_ca_topic_score_gemma":0.0015688363,"teacher_disagreement_score":0.0012589577,"about_ca_system_score_codex":0.00069542264,"about_ca_system_score_gemma":0.0005411054,"threshold_uncertainty_score":0.0050456524},"labels":[],"label_agreement":null},{"id":"W2134284644","doi":"10.1023/a:1025667706695","title":"Predicting Biogeochemical Calcium Precipitation in Landfill Leachate Collection Systems","year":2003,"lang":"en","type":"article","venue":"Biodegradation","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Queen's University","funders":"","keywords":"Leachate; Chemistry; Calcium carbonate; Carbonate; Propionate; Clogging; Fermentation; Environmental chemistry; Calcium; Inorganic chemistry; Biochemistry; Organic chemistry","score_opus":0.0202662267927883,"score_gpt":0.23676349054341256,"score_spread":0.21649726375062425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134284644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988128,0.000026721926,0.0007650231,0.000017997558,0.0000013941993,0.000014580802,0.00013637744,0.000031509102,0.00019364334],"genre_scores_gemma":[0.9982389,0.000049419275,0.0012573313,0.000004642903,0.0000018580655,0.000015209184,0.00021761325,0.000006833502,0.00020802641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998543,0.000028719938,0.000013758717,0.000037524293,0.000036612768,0.000029129176],"domain_scores_gemma":[0.99940157,0.00032849834,0.0000850835,0.000023288634,0.00011663667,0.000044918022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005903173,0.00077860034,0.0005768745,0.00051651103,0.0006743749,0.0009942212,0.0005788264,0.00077383715,0.00047494867],"category_scores_gemma":[0.0010629203,0.00044505697,0.00044649452,0.0006859812,0.00026805673,0.000695889,0.00036567994,0.00044045298,0.00011860507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013000601,0.00073137274,0.30334803,0.00015058195,0.00017264471,0.00016782874,0.00016208604,0.6239578,0.049685527,0.0001678984,0.0002780172,0.01987818],"study_design_scores_gemma":[0.00011935983,0.00029704368,0.04331163,0.0000035750331,0.00006105252,0.000023628165,0.00015827606,0.9204663,0.035153165,0.00016465812,0.00022473348,0.000016628295],"about_ca_topic_score_codex":0.07096359,"about_ca_topic_score_gemma":0.090167716,"teacher_disagreement_score":0.07096359,"about_ca_system_score_codex":0.0018708309,"about_ca_system_score_gemma":0.0014291743,"threshold_uncertainty_score":0.14110106},"labels":[],"label_agreement":null},{"id":"W2134302486","doi":"10.1016/j.wasman.2008.02.012","title":"Effect of vadose zone on the steady-state leakage rates from landfill barrier systems","year":2008,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Vadose zone; Hydraulic conductivity; Geology; Aquifer; Water content; Permeability (electromagnetism); Soil science; Moisture; Leakage (economics); Geotechnical engineering; Soil water; Groundwater; Materials science; Chemistry; Composite material","score_opus":0.00925003197280512,"score_gpt":0.2079263710282377,"score_spread":0.19867633905543258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134302486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934465,0.000053358737,0.00018873689,0.0000068120544,0.0000014058609,0.0000022832523,0.000083917854,0.000013517255,0.00030523675],"genre_scores_gemma":[0.9996848,0.000024807961,0.00007526624,0.0000036187723,5.111965e-7,0.0000018471093,0.00005426987,0.0000037242671,0.00015126332],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99967754,0.000104237086,0.000027916887,0.00004333512,0.00005015201,0.00009681567],"domain_scores_gemma":[0.99782926,0.0014315853,0.00028129405,0.00012456851,0.0002603977,0.000072904004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082841975,0.00023117008,0.0004250855,0.0003696673,0.00044011828,0.0010898323,0.00033442618,0.00042071257,0.001215268],"category_scores_gemma":[0.0021420626,0.00017237931,0.00054399314,0.00044776552,0.00042321914,0.0007366433,0.00035406539,0.00031723888,0.0001614368],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0316124,0.0009869825,0.1503515,0.0004776868,0.00043033386,0.00079545175,0.00058080064,0.19226244,0.5873912,0.0015056856,0.0005705509,0.033034947],"study_design_scores_gemma":[0.00015173515,0.0055562337,0.12458894,0.000023672368,0.00035664177,0.00017819805,0.00061218644,0.058723744,0.8081992,0.00044312884,0.0011010343,0.000065187385],"about_ca_topic_score_codex":0.004134033,"about_ca_topic_score_gemma":0.0032265363,"teacher_disagreement_score":0.004134033,"about_ca_system_score_codex":0.000763699,"about_ca_system_score_gemma":0.0003489677,"threshold_uncertainty_score":0.008219957},"labels":[],"label_agreement":null},{"id":"W2136078548","doi":"10.1080/15226510802655971","title":"TECHNICAL NOTE: NITROGEN FERTILIZATION EFFECTS ON THE DEGRADATION OF AGED DIESEL OIL IN COMPOSTED DRILLING WASTES","year":2009,"lang":"en","type":"article","venue":"International Journal of Phytoremediation","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Killam Trusts","keywords":"Compost; Total petroleum hydrocarbon; Chemistry; Degradation (telecommunications); Human fertilization; Hydrocarbon; Decomposition; Agronomy; Biodegradation; Polycyclic aromatic hydrocarbon; Environmental chemistry; Soil contamination; Soil water; Animal science; Environmental science; Soil science; Biology","score_opus":0.010044534729780402,"score_gpt":0.2524920745489174,"score_spread":0.24244753981913703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136078548","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92413384,0.0037833096,0.049470056,0.0035637296,0.0023412488,0.0020093187,0.002513436,0.0005440961,0.0116409175],"genre_scores_gemma":[0.8409731,0.006006553,0.08758141,0.00085027557,0.0006817723,0.0013447099,0.003574537,0.00016061588,0.058826942],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987457,0.000269838,0.00024216514,0.0002116077,0.00044158887,0.00008912828],"domain_scores_gemma":[0.9975114,0.0003878349,0.000250444,0.0003687771,0.0012434269,0.0002381349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022097046,0.00045659134,0.0002605551,0.00045672234,0.0006636202,0.00032880268,0.00090260664,0.00054760743,0.003421221],"category_scores_gemma":[0.001969983,0.00017739752,0.0005642833,0.00042918086,0.00038027132,0.00046562456,0.0006722128,0.00042428094,0.0015755054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007190631,0.00016843168,0.0037477931,0.00047586128,0.000025580233,0.0006797984,0.00023804515,0.00039030673,0.97765505,0.00029940697,0.0014062196,0.014194426],"study_design_scores_gemma":[0.000045420373,0.00074568484,0.008061803,0.000030181105,0.000042576794,0.00092749024,0.00013596367,0.00053915277,0.9676615,0.00015297803,0.021627415,0.000029845301],"about_ca_topic_score_codex":0.0037033241,"about_ca_topic_score_gemma":0.005588918,"teacher_disagreement_score":0.0037033241,"about_ca_system_score_codex":0.000538923,"about_ca_system_score_gemma":0.0011076544,"threshold_uncertainty_score":0.011686206},"labels":[],"label_agreement":null},{"id":"W2136269298","doi":"10.1139/t07-057","title":"Modelling the clogging of coarse gravel and tire shreds in column tests","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Leachate; Geotechnical engineering; Drainage; Porosity; Volume (thermodynamics); Environmental science; Geology; Waste management; Engineering","score_opus":0.015342271815352448,"score_gpt":0.2253748350081977,"score_spread":0.21003256319284525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136269298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952254,0.00003760688,0.0039157458,0.000009339299,0.0000018183044,0.000027255002,0.00020925823,0.000076644894,0.0004969935],"genre_scores_gemma":[0.9971566,0.000058959336,0.0017397652,0.000005130657,5.0504855e-7,0.000038156893,0.0001926988,0.00001541553,0.00079276785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999806,0.000025702715,0.000011395682,0.000037423917,0.000049944232,0.000069574126],"domain_scores_gemma":[0.999353,0.00037229955,0.000078762125,0.000040879688,0.00011631277,0.000038865488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028844332,0.000747806,0.0006662869,0.0004488501,0.0003749352,0.00070809195,0.000658667,0.00087182573,0.0009274269],"category_scores_gemma":[0.00064460404,0.0003244631,0.0006143832,0.00045612478,0.0003825117,0.000363325,0.00031351423,0.00038097057,0.0002342171],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036948643,0.00015362233,0.01795166,0.00013768725,0.000031893076,0.00029897335,0.00015828764,0.9086507,0.06500102,0.00012942725,0.00015546281,0.006961798],"study_design_scores_gemma":[0.000021666325,0.00043395863,0.008785664,0.000008296142,0.000030223888,0.00006052083,0.00012488756,0.94675714,0.043403596,0.00006369527,0.00028002408,0.00003029534],"about_ca_topic_score_codex":0.059212297,"about_ca_topic_score_gemma":0.05720246,"teacher_disagreement_score":0.059212297,"about_ca_system_score_codex":0.0015221215,"about_ca_system_score_gemma":0.0008106588,"threshold_uncertainty_score":0.11773527},"labels":[],"label_agreement":null},{"id":"W2137243467","doi":"10.1177/0734242x13507310","title":"A framework for a decision support system for municipal solid waste landfill design","year":2013,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Leachate; Municipal solid waste; Component (thermodynamics); Decision support system; Engineering; Waste management; Service life; Service (business); Waste collection; Civil engineering; Computer science; Business","score_opus":0.04784124193750923,"score_gpt":0.3305106678387068,"score_spread":0.2826694259011976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2137243467","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013352764,0.000105658066,0.99024945,0.00063489407,0.000040647534,0.00055216765,0.00034517737,0.0036465663,0.0030901365],"genre_scores_gemma":[0.013915307,0.00015838612,0.98292625,0.00009500172,0.000023468761,0.0006741303,0.00062799157,0.0001159066,0.0014636081],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9958319,0.0013009671,0.0007351144,0.00054169906,0.0012746936,0.00031564213],"domain_scores_gemma":[0.9961642,0.0018724098,0.0002720556,0.00035210137,0.0009927985,0.00034651233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008569878,0.0021690228,0.0015596761,0.0031355794,0.0020086926,0.009414613,0.0055583976,0.0038376916,0.011471592],"category_scores_gemma":[0.009378829,0.0015552524,0.0033808951,0.0020936928,0.0020216221,0.0046205814,0.003321312,0.0032778785,0.0039917226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017624826,0.0004506079,0.0017732525,0.0014157888,0.0002679525,0.0013047367,0.0020906806,0.32857168,0.00608904,0.46150702,0.016867705,0.1794853],"study_design_scores_gemma":[0.00016524372,0.00022140943,0.0003784,0.0010713498,0.00011454637,0.00040442136,0.00062827143,0.68147844,0.00347896,0.1778835,0.13403416,0.00014130189],"about_ca_topic_score_codex":0.014692993,"about_ca_topic_score_gemma":0.012406502,"teacher_disagreement_score":0.014692993,"about_ca_system_score_codex":0.003796035,"about_ca_system_score_gemma":0.007423368,"threshold_uncertainty_score":0.04532242},"labels":[],"label_agreement":null},{"id":"W2141523242","doi":"10.1139/t05-050","title":"Change in leachate chemistry and porosity as leachate permeates through tire shreds and gravel","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Clogging; Hydraulic conductivity; Drainage; Geotechnical engineering; Porosity; Environmental science; Natural rubber; Geology; Waste management; Soil science; Materials science; Composite material; Engineering; Soil water","score_opus":0.015597703241565645,"score_gpt":0.23501081859858844,"score_spread":0.2194131153570228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141523242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995035,0.000030098752,0.00024630927,0.0000028803527,2.6225646e-7,0.0000051252828,0.00005453716,0.0000058780265,0.00015142495],"genre_scores_gemma":[0.9985434,0.00008471019,0.0006612218,0.0000060946445,5.034046e-7,0.000008129204,0.00011678061,0.0000039477895,0.00057533564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987423,0.000014946629,0.000006139011,0.000022509195,0.000046879242,0.000035205383],"domain_scores_gemma":[0.99981934,0.00005781434,0.00004723793,0.000009231356,0.0000468369,0.000019605428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019219506,0.00017195396,0.00019609045,0.00026102352,0.00026942184,0.00034902376,0.00011776121,0.00013196205,0.00052128336],"category_scores_gemma":[0.00029241334,0.00014041932,0.00015755625,0.00019768237,0.00035825782,0.00031372052,0.00016768568,0.0001929753,0.00009094538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037355098,0.000024081282,0.011008909,0.000053391876,0.00001374292,0.00008765361,0.00019976322,0.00051881786,0.9846444,0.000029889377,0.000015032276,0.003030823],"study_design_scores_gemma":[0.00001985338,0.0012389803,0.11556282,0.000009052773,0.00003228009,0.00016905139,0.0006167471,0.0018350478,0.87980515,0.000053158274,0.0006360356,0.000021897195],"about_ca_topic_score_codex":0.012286139,"about_ca_topic_score_gemma":0.02496309,"teacher_disagreement_score":0.012286139,"about_ca_system_score_codex":0.00044820044,"about_ca_system_score_gemma":0.00032364312,"threshold_uncertainty_score":0.024429202},"labels":[],"label_agreement":null},{"id":"W2143133297","doi":"10.1061/9780784412121.351","title":"Long Term In Situ Measurements of the Volumetric Water Content in a Soil-Bentonite Slurry Trench Cutoff Wall","year":2012,"lang":"en","type":"article","venue":"GeoCongress 2012","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Reflectometry; Slurry; Consolidation (business); Water content; Trench; Bentonite; Geotechnical engineering; Water table; Cutoff; Atterberg limits; Geology; Soil science; Materials science; Environmental science; Time domain; Composite material; Groundwater","score_opus":0.043777375043930346,"score_gpt":0.24473245508505684,"score_spread":0.2009550800411265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143133297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990452,0.00001829875,0.0006687085,0.0000033144693,0.0000014508554,0.000006759808,0.000084826504,0.000014483277,0.00015696378],"genre_scores_gemma":[0.99778205,0.00003823184,0.0016132058,0.0000072203156,0.000001624691,0.000015935077,0.00019769632,0.0000064689534,0.00033760484],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998616,0.000013540392,0.0000058697224,0.000042791016,0.000052014944,0.000024212964],"domain_scores_gemma":[0.99981457,0.000036223966,0.000047599206,0.000013478187,0.000069070426,0.000019093022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021814469,0.00024371129,0.00029537812,0.00022215885,0.00031557347,0.0002484863,0.00032161004,0.00022472169,0.00030137508],"category_scores_gemma":[0.00025595908,0.00013624938,0.00014107829,0.00031023167,0.00019358807,0.00029203307,0.00018448845,0.00031462268,0.0001131545],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003193437,0.00020639371,0.051397722,0.000049522965,0.000020582083,0.00008933588,0.00023596249,0.0008041637,0.938051,0.000019985744,0.00005213287,0.008753866],"study_design_scores_gemma":[0.00003463999,0.0027238294,0.40997994,0.000011900469,0.00006615696,0.00018581182,0.00083840574,0.0068752607,0.5776238,0.00006417976,0.001566074,0.000030009705],"about_ca_topic_score_codex":0.005236196,"about_ca_topic_score_gemma":0.015566321,"teacher_disagreement_score":0.005236196,"about_ca_system_score_codex":0.0002613981,"about_ca_system_score_gemma":0.00023410055,"threshold_uncertainty_score":0.010411441},"labels":[],"label_agreement":null},{"id":"W2143932059","doi":"10.1007/s10706-004-8815-8","title":"The 14-year Performance of a Compacted Clay Liner used as Part of a Composite Liner System for a Leachate Lagoon","year":2005,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Leachate; Geosynthetic clay liner; Sorption; Composite number; Sodium; Potassium; Diffusion; Aquifer; Chloride; Environmental science; Geotechnical engineering; Environmental chemistry; Environmental engineering; Geology; Chemistry; Materials science; Groundwater; Soil science; Composite material; Metallurgy; Soil water; Hydraulic conductivity","score_opus":0.009753861686045837,"score_gpt":0.20148468606781278,"score_spread":0.19173082438176695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143932059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996377,0.000018444074,0.00009451191,0.0000048836664,0.0000024630638,0.000004197836,0.000112497146,0.0000066263424,0.000118612],"genre_scores_gemma":[0.9988815,0.000027647742,0.00016887314,0.0000073574993,0.0000018122834,0.000004821206,0.00037362525,0.000004804682,0.00052953005],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99940526,0.00008455011,0.00006185719,0.00015855598,0.00013151912,0.00015826712],"domain_scores_gemma":[0.9989524,0.00020093664,0.00013433989,0.00007901338,0.00045437584,0.00017891593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001454547,0.00067605096,0.0011336824,0.00078242674,0.0014308862,0.0012718339,0.00073309656,0.0013560357,0.0007741562],"category_scores_gemma":[0.0009399233,0.00032727775,0.0010582882,0.00070612563,0.00078644045,0.0010313729,0.00072385004,0.0006306962,0.0005129818],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.01628154,0.006730503,0.2554648,0.0003093993,0.000749519,0.0035768945,0.0015083685,0.04745229,0.63087285,0.0002132455,0.00064846163,0.03619211],"study_design_scores_gemma":[0.0003519134,0.034373235,0.60163254,0.000030064111,0.0009742292,0.000822627,0.0022982515,0.037461843,0.3190598,0.00015738804,0.0026187422,0.0002193604],"about_ca_topic_score_codex":0.020852901,"about_ca_topic_score_gemma":0.029846895,"teacher_disagreement_score":0.020852901,"about_ca_system_score_codex":0.0017640615,"about_ca_system_score_gemma":0.000794694,"threshold_uncertainty_score":0.041463017},"labels":[],"label_agreement":null},{"id":"W2144170361","doi":"10.11648/j.ijema.20130102.16","title":"Hazards Due to Polycyclic Aromatic Hydrocarbons (PAHs) and Heavy Metals at the Closed Kubang Badak Landfill, Selangor","year":2013,"lang":"en","type":"article","venue":"International Journal of Environmental Monitoring and Analysis","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental chemistry; Chemistry; Phenanthrene; Heavy metals; Anthracene; Polycyclic aromatic hydrocarbon","score_opus":0.006795359642430121,"score_gpt":0.23391183467033724,"score_spread":0.22711647502790713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144170361","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999355,0.00010069326,0.00012525493,0.000013753774,9.739376e-7,0.000005902165,0.000093661954,0.0000047866074,0.0002999716],"genre_scores_gemma":[0.99874985,0.0001903563,0.00023712398,0.0000108628565,0.0000012617554,0.000008126249,0.00012764022,0.0000025416334,0.00067214377],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99977595,0.00004686851,0.000015880058,0.00004840228,0.000072530405,0.000040310162],"domain_scores_gemma":[0.9998356,0.000028266706,0.000079137855,0.0000071451027,0.000031421394,0.000018348226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016163255,0.0003463908,0.00024533906,0.0009033874,0.00061335583,0.0008601738,0.0002555163,0.0003104983,0.0008465387],"category_scores_gemma":[0.0001444158,0.00023949797,0.00024335625,0.0012003495,0.0005640419,0.00035249122,0.0005916424,0.00018980897,0.00016071445],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075384055,0.00023178695,0.83052236,0.00054424634,0.00016702471,0.0064814175,0.004189655,0.0024037778,0.12341871,0.00024252337,0.00032309876,0.030721538],"study_design_scores_gemma":[0.000017241058,0.0006537063,0.9634541,0.000072378396,0.000107691594,0.0027688183,0.0074770004,0.001245486,0.020763574,0.00025338837,0.003153552,0.000033150394],"about_ca_topic_score_codex":0.007910554,"about_ca_topic_score_gemma":0.021020334,"teacher_disagreement_score":0.007910554,"about_ca_system_score_codex":0.0005628188,"about_ca_system_score_gemma":0.0005733026,"threshold_uncertainty_score":0.01572901},"labels":[],"label_agreement":null},{"id":"W2144337585","doi":"10.1061/41165(397)106","title":"Application of Thermal Insulation in Landfill Liners","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Geomembrane; Expanded polystyrene; Service life; Thermal insulation; Polyethylene; Environmental science; Materials science; High-density polyethylene; Composite material; Forensic engineering; Waste management; Geotechnical engineering; Engineering","score_opus":0.015383544279358763,"score_gpt":0.21174886586040173,"score_spread":0.19636532158104297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144337585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97994906,0.00034723556,0.014255351,0.00008051113,0.000033281893,0.00002759953,0.00012479516,0.00014684255,0.0050352127],"genre_scores_gemma":[0.99754155,0.00010054591,0.00165083,0.0000046354753,0.0000024507087,0.0000048601605,0.000020738515,0.000005865627,0.000668451],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974316,0.000049199945,0.000011836917,0.00004163481,0.00006778186,0.000086413675],"domain_scores_gemma":[0.9997693,0.0000734591,0.000060009173,0.000027653898,0.00004607882,0.000023488166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027515314,0.00032151223,0.00048063227,0.00036585235,0.00038610224,0.0006786004,0.00043836996,0.00062237965,0.0023826826],"category_scores_gemma":[0.00054017146,0.00015886569,0.0005230677,0.00034862952,0.00039605363,0.00048708203,0.00044629665,0.00026639632,0.00034434727],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009405849,0.00029960007,0.015522858,0.0005936739,0.000087204135,0.0016926881,0.00027115905,0.5653336,0.37150985,0.003732858,0.00080359634,0.03921233],"study_design_scores_gemma":[0.00012914214,0.002557583,0.024270203,0.00009415041,0.00013745458,0.0012147949,0.00093361316,0.60981387,0.34581795,0.0025227563,0.01241691,0.00009159113],"about_ca_topic_score_codex":0.0020331792,"about_ca_topic_score_gemma":0.0027321826,"teacher_disagreement_score":0.0023826826,"about_ca_system_score_codex":0.0005292736,"about_ca_system_score_gemma":0.00026366004,"threshold_uncertainty_score":0.007970929},"labels":[],"label_agreement":null},{"id":"W2144915659","doi":"10.1177/0734242x0101900209","title":"Review of Expert System (ES), Geographic Information System (GIS), Decision Support System (DSS), and their applications in landfill design and management","year":2001,"lang":"en","type":"review","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":97,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Ottawa","funders":"","keywords":"Geographic information system; Decision support system; Expert system; Information system; GIS and public health; Systems engineering; Computer science; Management information systems; Engineering; Data mining; Remote sensing; Geography","score_opus":0.03602574876371479,"score_gpt":0.31066965801645013,"score_spread":0.27464390925273535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144915659","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00030858454,0.99324095,0.001809799,0.00054022914,0.00028267718,0.000016554233,0.000018957668,0.000013645506,0.003768637],"genre_scores_gemma":[0.0025214157,0.9922225,0.0032334535,0.0004166455,0.0003436576,0.000027591934,0.000029708672,0.0000048026764,0.0012003086],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99821115,0.0005447839,0.00026601803,0.00019330073,0.0007212803,0.00006348319],"domain_scores_gemma":[0.9953395,0.0028467332,0.0002833244,0.00012108168,0.0012857281,0.00012355577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003217218,0.0008209152,0.0012916101,0.004301601,0.00042527748,0.0014813492,0.0014022479,0.0015988462,0.0030126139],"category_scores_gemma":[0.0049954327,0.00042281492,0.0005290502,0.0077219494,0.0008149414,0.0021562602,0.0005266738,0.0009240351,0.0019688143],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027118715,0.000043748252,0.00029502696,0.011952645,0.00007490281,0.00013525353,0.00011814756,0.0006652887,0.00051360665,0.0046561607,0.018253272,0.9632648],"study_design_scores_gemma":[0.000018230116,0.00014199504,0.0023725003,0.006684115,0.00014389152,0.0010623401,0.00022481293,0.0004978195,0.0007673208,0.0054297647,0.9826186,0.000038641472],"about_ca_topic_score_codex":0.004374257,"about_ca_topic_score_gemma":0.008077163,"teacher_disagreement_score":0.004374257,"about_ca_system_score_codex":0.0010670201,"about_ca_system_score_gemma":0.0022791906,"threshold_uncertainty_score":0.017014503},"labels":[],"label_agreement":null},{"id":"W2145355377","doi":"10.1016/j.geotexmem.2013.08.003","title":"Calculating local geomembrane indentation strains from measured radial and vertical displacements","year":2013,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Indentation; Geotechnical engineering; Materials science; Structural engineering; Geosynthetics; Geotextile; Geology; Composite material; Forensic engineering; Engineering","score_opus":0.008107934860469476,"score_gpt":0.20812007159727186,"score_spread":0.20001213673680238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2145355377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8189622,0.0001182108,0.17521761,0.000031720178,0.000020782927,0.000051092244,0.0003733051,0.0011748404,0.004050178],"genre_scores_gemma":[0.98035884,0.00006010005,0.018160423,0.0000047156627,0.000002101947,0.00003058658,0.00018952024,0.000050698203,0.0011430859],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999828,0.000012063969,0.000009637323,0.000029857158,0.00010052986,0.000019900102],"domain_scores_gemma":[0.99972266,0.00009798673,0.000040537463,0.000047677513,0.00007713683,0.000014027781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032168243,0.0005889735,0.00029970234,0.0007576416,0.00029172725,0.00040220507,0.0006593824,0.00057959434,0.0025439686],"category_scores_gemma":[0.0009845106,0.00029794738,0.0003137977,0.0008446291,0.00025677058,0.00077622785,0.00038672183,0.00038486804,0.00066702423],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054147985,0.00025358796,0.031839073,0.0005751616,0.000059024933,0.00045317857,0.00041205515,0.4447354,0.2719213,0.0018844708,0.000825603,0.24649966],"study_design_scores_gemma":[0.000022436536,0.00028069768,0.043530814,0.000026177486,0.000036174024,0.00016683637,0.00026819194,0.7327565,0.22099943,0.0005959486,0.0012590035,0.000057780682],"about_ca_topic_score_codex":0.0023755524,"about_ca_topic_score_gemma":0.0069634034,"teacher_disagreement_score":0.0025439686,"about_ca_system_score_codex":0.00042252516,"about_ca_system_score_gemma":0.0005005651,"threshold_uncertainty_score":0.008510351},"labels":[],"label_agreement":null},{"id":"W2147596575","doi":"10.1680/gein.2011.18.4.196","title":"GCL hydration under simulated daily thermal cycles","year":2011,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Carleton University; Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Water content; Moisture; Geosynthetic clay liner; Geotechnical engineering; Subsoil; Suction; Field capacity; Shrinkage; Environmental science; Soil science; Composite material; Materials science; Soil water; Geology; Hydraulic conductivity","score_opus":0.02562486584140369,"score_gpt":0.23285877043705855,"score_spread":0.20723390459565486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147596575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932563,0.000033914028,0.00031628017,0.0000046931896,0.0000029473383,0.000009586678,0.00010256535,0.000018652103,0.0001857456],"genre_scores_gemma":[0.99939334,0.000020602058,0.00024662176,0.000007983925,9.8015e-7,0.000010343117,0.00011601336,0.000010283318,0.00019388195],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998216,0.000030650735,0.000015429687,0.000039570994,0.00005689806,0.000035919158],"domain_scores_gemma":[0.9996716,0.000089841335,0.00005608215,0.000032370655,0.00009200942,0.000058129808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031042076,0.00028446314,0.0003400205,0.00017544554,0.00018144387,0.00027870425,0.0002744311,0.0002732255,0.0010496406],"category_scores_gemma":[0.00070747646,0.00013299691,0.0002116788,0.00017458944,0.000275037,0.00022299902,0.00026335908,0.0002812859,0.00015360984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012116753,0.00011810176,0.0074393386,0.000083847786,0.00003783495,0.00012281905,0.00021453857,0.006611421,0.97908324,0.000039944985,0.0000943333,0.004943058],"study_design_scores_gemma":[0.00003616307,0.0014574998,0.042186677,0.000009526042,0.00004030867,0.0000779049,0.00019763423,0.015408145,0.93967324,0.00004392012,0.000840785,0.000028154214],"about_ca_topic_score_codex":0.0024093702,"about_ca_topic_score_gemma":0.0028387494,"teacher_disagreement_score":0.0024093702,"about_ca_system_score_codex":0.00040702661,"about_ca_system_score_gemma":0.00017604983,"threshold_uncertainty_score":0.0047907233},"labels":[],"label_agreement":null},{"id":"W2149233462","doi":"10.1016/j.wasman.2009.02.004","title":"Building a better methane generation model: Validating models with methane recovery rates from 35 Canadian landfills","year":2009,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":142,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Canyon; Methane; Environmental science; Dissolved organic carbon; Greenhouse gas; Environmental engineering; Hydrology (agriculture); Chemistry; Environmental chemistry; Engineering; Geology; Geotechnical engineering; Geomorphology","score_opus":0.02176708642239975,"score_gpt":0.231270595694346,"score_spread":0.20950350927194625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149233462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98122096,0.00017929761,0.008119245,0.0004888682,0.00003583528,0.0001653321,0.0040582577,0.0006252035,0.005107008],"genre_scores_gemma":[0.9831178,0.00013194706,0.01138323,0.000085877364,0.0000065153076,0.000104516475,0.0031729238,0.00013618682,0.0018609818],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937683,0.00006971598,0.000036744823,0.00012524797,0.00020114437,0.00019038137],"domain_scores_gemma":[0.998708,0.00036263038,0.0000662406,0.00009865944,0.0006585911,0.00010591257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016155674,0.0015573723,0.0014559992,0.00080715044,0.003227288,0.0020062288,0.0023819322,0.0019388666,0.002196884],"category_scores_gemma":[0.0025075602,0.0013120795,0.0018263089,0.0017866513,0.0009823303,0.0019320329,0.00069126446,0.0018327903,0.00034682913],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011183093,0.00013271453,0.0076430556,0.000064369386,0.000046448633,0.0000557381,0.00007422535,0.9838741,0.0016395998,0.00037775692,0.0008322816,0.0051479135],"study_design_scores_gemma":[0.00011653712,0.000058531463,0.0056935195,0.000013666427,0.00006781893,0.000008183907,0.00013000518,0.98727566,0.004773335,0.00030739303,0.0014957914,0.00005950295],"about_ca_topic_score_codex":0.9726413,"about_ca_topic_score_gemma":0.9651536,"teacher_disagreement_score":0.02735871,"about_ca_system_score_codex":0.026102668,"about_ca_system_score_gemma":0.030332701,"threshold_uncertainty_score":0.18938899},"labels":[],"label_agreement":null},{"id":"W2149570238","doi":"10.1061/(asce)1090-0241(2005)131:7(925)","title":"Laboratory Investigation of Geosynthetic Clay Liner Desiccation in a Composite Liner Subjected to Thermal Gradients","year":2005,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geomembrane; Geotechnical engineering; Geosynthetics; Subsoil; Water content; Environmental science; Moisture; Materials science; Geotextile; Composite material; Soil water; Geology; Soil science; Hydraulic conductivity","score_opus":0.00413061005436269,"score_gpt":0.18464237054197224,"score_spread":0.18051176048760956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149570238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99879956,0.000038794766,0.0009239754,0.000008506967,0.000005303144,0.000019676569,0.000050256036,0.000018534098,0.00013535346],"genre_scores_gemma":[0.9979024,0.00007592103,0.0015290672,0.000011166125,0.000006340188,0.000028421013,0.00008362583,0.000008770454,0.00035421667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967575,0.00006310421,0.000025922527,0.0000939574,0.00008658165,0.000054610526],"domain_scores_gemma":[0.9994628,0.00014205281,0.00014590814,0.000075948854,0.00011372974,0.00005952756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043986537,0.0005360702,0.0004568225,0.00018525912,0.00040376108,0.00036428188,0.0003488985,0.00043670245,0.00084359717],"category_scores_gemma":[0.0005775969,0.00018095078,0.00042480804,0.00016506134,0.0004921755,0.00033509862,0.0003458826,0.00042507154,0.00018251239],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027905306,0.00016127557,0.00071666617,0.000040022605,0.000009627702,0.000060400645,0.00007694449,0.00064821664,0.99725074,0.000024600255,0.00001798815,0.0007144957],"study_design_scores_gemma":[0.000031326603,0.004703741,0.0034915837,0.0000037015238,0.000026244194,0.00008702689,0.00009775034,0.0019720942,0.9893506,0.000023331697,0.00020001424,0.000012404991],"about_ca_topic_score_codex":0.0008217248,"about_ca_topic_score_gemma":0.00085428054,"teacher_disagreement_score":0.00084359717,"about_ca_system_score_codex":0.00025653737,"about_ca_system_score_gemma":0.00020558495,"threshold_uncertainty_score":0.002822101},"labels":[],"label_agreement":null},{"id":"W2150646691","doi":"10.1061/(asce)1090-025x(2006)10:2(108)","title":"Bioremediation of Petroleum-Contaminated Soil Using Composting","year":2006,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Regina; Environment and Climate Change Canada","funders":"","keywords":"Bioremediation; Environmental remediation; Waste management; Environmental science; Petroleum; Manure; Soil contamination; Fertilizer; Remedial action; Contamination; Environmental engineering; Soil water; Chemistry; Engineering; Agronomy","score_opus":0.00668518637932459,"score_gpt":0.22545954673212856,"score_spread":0.21877436035280398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150646691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99747735,0.0002094439,0.0010340526,0.000024507743,0.0000064258616,0.00009429435,0.00010330049,0.000020631192,0.0010299828],"genre_scores_gemma":[0.9925207,0.00062163355,0.0043894057,0.000040122875,0.0000031153415,0.000057692585,0.00033116623,0.000004905441,0.0020313812],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997162,0.000054867967,0.000022607452,0.00005100618,0.00007843172,0.00007684755],"domain_scores_gemma":[0.99984014,0.000028370403,0.000027275564,0.000014963946,0.000062047264,0.000027148766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031515706,0.00049186696,0.0002805895,0.00044722206,0.0005101006,0.000668379,0.00029698227,0.00023972458,0.00075695856],"category_scores_gemma":[0.00019922985,0.00021251722,0.00029637894,0.0006562583,0.00033094338,0.00020393853,0.0003972252,0.00030616103,0.00021050939],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012938115,0.00006378304,0.0044341343,0.000110075176,0.0000109348475,0.00016174326,0.0000708569,0.00061036204,0.98861885,0.00004519506,0.00002798771,0.005716624],"study_design_scores_gemma":[0.000026193027,0.0013155831,0.031685024,0.000025398924,0.000040144394,0.00017511423,0.00033308036,0.0020422717,0.96229166,0.000057171015,0.0019807904,0.000027614979],"about_ca_topic_score_codex":0.083357915,"about_ca_topic_score_gemma":0.19488621,"teacher_disagreement_score":0.083357915,"about_ca_system_score_codex":0.0015868942,"about_ca_system_score_gemma":0.00225118,"threshold_uncertainty_score":0.16574544},"labels":[],"label_agreement":null},{"id":"W2151505937","doi":"10.1061/(asce)1090-025x(2009)13:3(187)","title":"Effects of Temperature, Moisture Content, and Fertilizer Addition on Biological Methane Oxidation in Landfill Cover Soils","year":2009,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"U.S. Environmental Protection Agency","keywords":"Water content; Fertilizer; Soil water; Methane; Moisture; Anaerobic oxidation of methane; Environmental chemistry; Nutrient; Chemistry; Environmental science; Carbon dioxide; Soil science; Geology","score_opus":0.011581745888379954,"score_gpt":0.23815708570929942,"score_spread":0.22657533982091946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151505937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960726,0.00006055134,0.00013146632,0.000003906844,0.0000022378124,0.000005684028,0.000074748255,0.0000034884422,0.00011058976],"genre_scores_gemma":[0.9990459,0.00010550355,0.0005157876,0.000007809757,0.0000024946157,0.000014503951,0.0001293827,0.000003142451,0.00017547097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997429,0.00005420526,0.000030044299,0.00006762662,0.000053206386,0.00005208138],"domain_scores_gemma":[0.9996871,0.00010596889,0.00009342327,0.00001935436,0.000047119524,0.00004712478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002928757,0.00039567152,0.00038262716,0.00024715488,0.0002554342,0.00037273133,0.00020509546,0.00026107405,0.00051421666],"category_scores_gemma":[0.0003391511,0.00026470458,0.00028415714,0.00024614646,0.00028897126,0.00023014964,0.00019736693,0.00023740089,0.0001037671],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011149436,0.00007893104,0.009327433,0.00007923007,0.000031667085,0.000059221915,0.00005859255,0.00041951376,0.98708344,0.000011422145,0.000012416833,0.0017231489],"study_design_scores_gemma":[0.000028376699,0.0018619905,0.09975018,0.000011014603,0.00006943151,0.000110243716,0.0001774899,0.0012200145,0.8964454,0.000032182772,0.00027822363,0.000015416816],"about_ca_topic_score_codex":0.002896588,"about_ca_topic_score_gemma":0.005337382,"teacher_disagreement_score":0.002896588,"about_ca_system_score_codex":0.0003777285,"about_ca_system_score_gemma":0.0002234673,"threshold_uncertainty_score":0.0057594776},"labels":[],"label_agreement":null},{"id":"W2151543565","doi":"10.1177/0734242x05057253","title":"Micrometeorological measurements of N2O and CH4 emissions from a municipal solid waste landfill","year":2005,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Environmental science; Methane; Biogas; Landfill gas; Wind speed; Flux (metallurgy); Atmospheric sciences; Trace gas; Atmospheric pressure; Nitrous oxide; Greenhouse gas; Spatial variability; Temporal resolution; Hydrology (agriculture); Meteorology; Waste management; Chemistry; Geology","score_opus":0.055011507671702826,"score_gpt":0.3208217805462984,"score_spread":0.2658102728745956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151543565","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984402,0.000045643174,0.00039148817,0.000010820464,0.0000011939384,0.0000118985945,0.00041938134,0.00001500178,0.0006643741],"genre_scores_gemma":[0.9967116,0.00012257867,0.0014190126,0.000012630621,0.0000030410433,0.000025868154,0.0007240619,0.0000049856535,0.0009760593],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998017,0.000013328537,0.000006437409,0.000044875236,0.00010073067,0.000032950087],"domain_scores_gemma":[0.99991024,0.000017175951,0.000019623187,0.000004831075,0.000033037933,0.000015019355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001843657,0.00026562813,0.0002483165,0.0005276738,0.00080970145,0.0003075744,0.00027247966,0.0002340722,0.0004621073],"category_scores_gemma":[0.00018955937,0.00014892593,0.00013693381,0.0006674531,0.00027252542,0.00021054674,0.0002306837,0.0002321986,0.00012381512],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005513283,0.00021995162,0.32781082,0.00010150594,0.000038133472,0.00039680552,0.0007417334,0.002807162,0.6398343,0.00013234062,0.000564625,0.026801303],"study_design_scores_gemma":[0.00002287465,0.00027588793,0.87330824,0.000005687362,0.000020872902,0.00016288398,0.00064130727,0.006660469,0.11655393,0.000089487694,0.0022414532,0.00001689933],"about_ca_topic_score_codex":0.12025046,"about_ca_topic_score_gemma":0.26997146,"teacher_disagreement_score":0.12025046,"about_ca_system_score_codex":0.0017511268,"about_ca_system_score_gemma":0.0006394294,"threshold_uncertainty_score":0.23910105},"labels":[],"label_agreement":null},{"id":"W2151829785","doi":"10.1139/cgj-2013-0241","title":"Fluid loss as a quick method to evaluate hydraulic conductivity of geosynthetic clay liners under acidic conditions","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China Scholarship Council","keywords":"Permeameter; Hydraulic conductivity; Geosynthetic clay liner; Bentonite; Leachate; Geotechnical engineering; Conductivity; Geosynthetics; Hydraulic head; Slug test; Materials science; Pore water pressure; Geology; Chemistry; Soil science; Soil water; Environmental chemistry","score_opus":0.0200558951467534,"score_gpt":0.291230486310565,"score_spread":0.2711745911638116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151829785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987795,0.00032446915,0.010910175,0.000026118101,0.000007934532,0.00004167468,0.00019959276,0.00007382341,0.0006212133],"genre_scores_gemma":[0.991104,0.00025126935,0.0072237174,0.00002612724,0.0000035737098,0.000047087866,0.0002007507,0.000025081168,0.00111842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994418,0.00010019419,0.000038495764,0.00007596262,0.00029590257,0.000047616366],"domain_scores_gemma":[0.9994423,0.00014426734,0.0001568497,0.000028971806,0.00018667779,0.00004093433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005551708,0.00054327236,0.00030282498,0.00067432196,0.00026198017,0.0004894359,0.00037601133,0.00037247714,0.00079019007],"category_scores_gemma":[0.00077353494,0.00016909122,0.00024112313,0.00033690673,0.0003591899,0.0007322769,0.00056445005,0.0004151333,0.00025018246],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029434616,0.000036153353,0.008383619,0.00010956744,0.00001578488,0.000060803257,0.0002139738,0.00078509643,0.9828225,0.000048565707,0.000029157369,0.0072005214],"study_design_scores_gemma":[0.000009080203,0.0009166942,0.016891215,0.000010708271,0.0000222774,0.0001015156,0.0003484642,0.0030406534,0.9776898,0.00006775992,0.0008720287,0.000029759922],"about_ca_topic_score_codex":0.0014770693,"about_ca_topic_score_gemma":0.0029631022,"teacher_disagreement_score":0.0014770693,"about_ca_system_score_codex":0.00030726814,"about_ca_system_score_gemma":0.00022626194,"threshold_uncertainty_score":0.0029369593},"labels":[],"label_agreement":null},{"id":"W2154181033","doi":"10.1139/l06-038","title":"Determination of transport parameters for heavy metal in residual compacted soil using two methodologies","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação de Amparo à Pesquisa do Estado de Minas Gerais; Universidade Federal de Viçosa","keywords":"Retardation factor; Residual; Leachate; Dispersion (optics); Cadmium; Environmental science; Soil science; Geotechnical engineering; Chemistry; Environmental chemistry; Materials science; Geology; Mathematics; Metallurgy; Chromatography; Column chromatography","score_opus":0.03725634692531509,"score_gpt":0.25864894607651184,"score_spread":0.22139259915119675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2154181033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9461528,0.00020506713,0.052636553,0.000014778552,0.000006406719,0.000073828385,0.00026720043,0.00012870386,0.0005145129],"genre_scores_gemma":[0.93839324,0.0003976856,0.059837822,0.0000081209255,0.0000031485736,0.00010821602,0.00041064716,0.00001497752,0.00082615536],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997975,0.000020238773,0.00001515827,0.000054692184,0.00009614746,0.00001629791],"domain_scores_gemma":[0.9997166,0.000088128625,0.0000709093,0.000025528687,0.00008606734,0.000012794929],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033364625,0.0003996108,0.00035104933,0.0007191734,0.00017836755,0.00027018535,0.00032359964,0.00024972798,0.00051275664],"category_scores_gemma":[0.00057247863,0.00012400452,0.0002480588,0.0006344827,0.00020818718,0.0002501541,0.00023826462,0.00019647935,0.00013180272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038002455,0.00019167714,0.020840958,0.00032755258,0.00006452458,0.000089973684,0.00017539533,0.015012755,0.8956013,0.00032976337,0.00007749681,0.06690865],"study_design_scores_gemma":[0.00005722833,0.0011798718,0.036794666,0.000012528762,0.00008154686,0.00030568178,0.00018542845,0.09347915,0.8667294,0.00020953885,0.0009198333,0.000045159566],"about_ca_topic_score_codex":0.0072933505,"about_ca_topic_score_gemma":0.011988511,"teacher_disagreement_score":0.0072933505,"about_ca_system_score_codex":0.00047844497,"about_ca_system_score_gemma":0.0004450033,"threshold_uncertainty_score":0.01450181},"labels":[],"label_agreement":null},{"id":"W2157888735","doi":"10.1177/0734242x09339325","title":"Microbial methane oxidation processes and technologies for mitigation of landfill gas emissions","year":2009,"lang":"en","type":"review","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":555,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Landfill gas; Greenhouse gas; Environmental science; Waste management; Bioreactor landfill; Environmental chemistry; Environmental engineering; Methane emissions; Atmospheric methane; Chemistry; Engineering; Ecology","score_opus":0.04156396065293045,"score_gpt":0.34243891953798133,"score_spread":0.3008749588850509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157888735","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00030421236,0.99764866,0.00026822617,0.00014495874,0.00006701537,0.00000549653,0.000009487141,0.0000057532434,0.0015462958],"genre_scores_gemma":[0.0024033922,0.9958599,0.0005476445,0.00007881889,0.000079301586,0.000008750382,0.000020285248,0.0000013178674,0.0010005882],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996872,0.000050749193,0.000025651372,0.00005921526,0.0001433394,0.000033844513],"domain_scores_gemma":[0.999701,0.000118417316,0.000055336073,0.000014761148,0.000087594606,0.00002298917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007383533,0.00089957495,0.0013294257,0.0030196214,0.00037385157,0.0010048744,0.0010325153,0.0014695906,0.0037360396],"category_scores_gemma":[0.00065281807,0.00041913058,0.00068444264,0.00384044,0.00059852924,0.0017102023,0.00048659992,0.0013263886,0.0025803705],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008438308,0.00027225216,0.00023281254,0.019954171,0.00010136317,0.0003803142,0.00009391992,0.0016336752,0.0109431045,0.012840234,0.013258899,0.9402049],"study_design_scores_gemma":[0.000024934387,0.0002538926,0.0011590454,0.0032450077,0.00008937517,0.0012410947,0.0001079449,0.00035983813,0.0062577203,0.0061295726,0.9811003,0.000031273772],"about_ca_topic_score_codex":0.001481056,"about_ca_topic_score_gemma":0.0021814373,"teacher_disagreement_score":0.0037360396,"about_ca_system_score_codex":0.0009970455,"about_ca_system_score_gemma":0.0010603579,"threshold_uncertainty_score":0.012498319},"labels":[],"label_agreement":null},{"id":"W2158887921","doi":"10.1139/cgj-2012-0146","title":"Mechanisms of clogging in granular drainage systems permeated with low organic strength leachate","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Clogging; Leachate; Solubility; Calcium carbonate; Drainage; Limiting; Acid mine drainage; Chemistry; Environmental engineering; Environmental science; Carbonate; Environmental chemistry; Waste management; Ecology","score_opus":0.0042548766931307476,"score_gpt":0.17152217856038743,"score_spread":0.1672673018672567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2158887921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965084,0.00081338955,0.0015381521,0.0000684431,0.000006119712,0.00006590375,0.00006889418,0.00009595068,0.00083468127],"genre_scores_gemma":[0.9987863,0.00027033812,0.00035101306,0.00001762221,0.0000026045288,0.00001974053,0.00004908151,0.000006410175,0.0004969603],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975485,0.00003709093,0.000017593013,0.000035031826,0.00006851432,0.00008689987],"domain_scores_gemma":[0.9997968,0.000041117237,0.00006839922,0.000014373645,0.00004173886,0.000037579794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002676152,0.00034334336,0.0003689199,0.000660007,0.00058597064,0.0009218569,0.00033851035,0.000596731,0.00054606976],"category_scores_gemma":[0.00028241158,0.0002548246,0.00026376086,0.0002324223,0.0007654688,0.0006872169,0.0006761795,0.00022276591,0.00016165088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036706068,0.00003820514,0.005611518,0.00023042453,0.000016818418,0.00050042727,0.0003787323,0.0008884835,0.9879787,0.0004517047,0.0000840201,0.0034538375],"study_design_scores_gemma":[0.00011564514,0.0008153637,0.07695217,0.000052010946,0.00005617838,0.001348631,0.0020379846,0.013583144,0.8999964,0.0010701116,0.0039019426,0.00007044856],"about_ca_topic_score_codex":0.0050325547,"about_ca_topic_score_gemma":0.0025892486,"teacher_disagreement_score":0.0050325547,"about_ca_system_score_codex":0.00091284025,"about_ca_system_score_gemma":0.000372521,"threshold_uncertainty_score":0.010006547},"labels":[],"label_agreement":null},{"id":"W2160191391","doi":"10.1016/s0266-1144(02)00005-5","title":"Durability of HDPE geomembranes","year":2002,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":204,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Durability; High-density polyethylene; Service life; Forensic engineering; Geotechnical engineering; Engineering; Environmental science; Materials science; Polyethylene; Composite material","score_opus":0.008298133416803542,"score_gpt":0.1660933773637738,"score_spread":0.15779524394697025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2160191391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99740773,0.0008084905,0.00039125475,0.000022722743,0.000008299353,0.0000048573265,0.00022215866,0.000006529699,0.0011278426],"genre_scores_gemma":[0.9982578,0.00024661864,0.0000971537,0.00000909907,0.0000023509344,0.0000032247021,0.00013992387,0.0000021647415,0.001241683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996451,0.000035475437,0.000027259533,0.000057533027,0.00013772004,0.00009684872],"domain_scores_gemma":[0.99954176,0.00011972008,0.00009233604,0.000059154103,0.00015232281,0.000034755372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053957506,0.00016537738,0.00019389785,0.00035593947,0.00035315516,0.000417842,0.00023573785,0.0004256437,0.0028905019],"category_scores_gemma":[0.00077460596,0.00010236757,0.00021474498,0.00031432047,0.00022309643,0.0010793384,0.0003693665,0.00034541768,0.00026934405],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013254852,0.00016912365,0.011107713,0.00036218093,0.00005836336,0.00041574534,0.0004917414,0.00465531,0.9478497,0.0016998415,0.00049326173,0.031371556],"study_design_scores_gemma":[0.000010402382,0.00057954824,0.016637046,0.000027787024,0.00002989275,0.00020632075,0.00043686727,0.0021234262,0.9750915,0.00038046468,0.0044627246,0.0000140899065],"about_ca_topic_score_codex":0.0012383036,"about_ca_topic_score_gemma":0.00096193893,"teacher_disagreement_score":0.0028905019,"about_ca_system_score_codex":0.00042738588,"about_ca_system_score_gemma":0.00022261387,"threshold_uncertainty_score":0.0096696615},"labels":[],"label_agreement":null},{"id":"W2160644532","doi":"10.1680/jees.2014.9.1.38","title":"Biofiltration of methane using an inorganic filter bed: influence of inlet load and nitrogen concentration","year":2014,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biofilter; Inlet; Methane; Nitrogen; Nitrate; Environmental chemistry; Chemistry; Environmental engineering; Environmental science","score_opus":0.007423809835269868,"score_gpt":0.20495563638216327,"score_spread":0.1975318265468934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2160644532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987808,0.00016245269,0.0006966035,0.00001892375,0.0000063378766,0.000010070361,0.00004933894,0.00001965508,0.00025584854],"genre_scores_gemma":[0.99588686,0.000346419,0.0030078036,0.000021355243,0.000005584455,0.000015719721,0.00015030944,0.000010284822,0.0005556342],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997149,0.000039126026,0.000026055797,0.0000581101,0.00010231588,0.00005934433],"domain_scores_gemma":[0.9998356,0.000055903372,0.00003227642,0.00001309504,0.000032786073,0.000030331823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003390116,0.000555282,0.00060820754,0.00021582675,0.00040809697,0.00062311866,0.00041221004,0.00030014524,0.0002865564],"category_scores_gemma":[0.00031854177,0.0001874702,0.0003808549,0.00024960184,0.00022908172,0.00032766926,0.000388235,0.00034546884,0.00009161666],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018728814,0.00006512802,0.0010310849,0.00007121344,0.000008811513,0.000029450275,0.000027697783,0.00026908965,0.9964232,0.000011781665,0.000010479589,0.0018646789],"study_design_scores_gemma":[0.000021934155,0.00075581914,0.009173855,0.000009693796,0.00003236163,0.000045867193,0.000041268413,0.0023862196,0.98711383,0.00000900515,0.0004001266,0.000009943866],"about_ca_topic_score_codex":0.009391282,"about_ca_topic_score_gemma":0.013373048,"teacher_disagreement_score":0.009391282,"about_ca_system_score_codex":0.0005708095,"about_ca_system_score_gemma":0.00047195583,"threshold_uncertainty_score":0.018673241},"labels":[],"label_agreement":null},{"id":"W2161099736","doi":"10.1016/j.wasman.2010.03.005","title":"Fines migration from soil daily covers in Hong Kong landfills","year":2010,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Compaction; Environmental science; Water content; Municipal solid waste; Moisture; Soil cover; Soil compaction; Overburden; Soil test; Geotechnical engineering; Environmental engineering; Waste management; Soil science; Geology; Soil water; Materials science; Engineering; Composite material","score_opus":0.004456634929913443,"score_gpt":0.1900239383911033,"score_spread":0.18556730346118985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161099736","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995975,0.0000121001285,0.000011765532,0.0000062023414,8.249418e-7,0.0000030491503,0.00008951911,6.200954e-7,0.00027848137],"genre_scores_gemma":[0.997673,0.00005204865,0.00003091787,0.000010264538,0.0000012479761,0.0000073684223,0.00015527538,0.0000010119612,0.0020688944],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998511,0.000021923692,0.000008818988,0.000026934655,0.000022439317,0.00006873421],"domain_scores_gemma":[0.99975413,0.000023791346,0.0000744729,0.000014637699,0.000076081786,0.000056895307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002276753,0.0002449478,0.00019561108,0.00084132294,0.0010721495,0.0007892997,0.0002676305,0.00025334157,0.001053766],"category_scores_gemma":[0.00021278161,0.00020554809,0.0002840133,0.001297903,0.00044975211,0.0003872405,0.00063636195,0.0002006968,0.00023225526],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000199454,0.000054334272,0.99045116,0.000018848616,0.000023647188,0.00022924833,0.003514053,0.0003166639,0.0017754642,0.000059180893,0.00015191658,0.0032060053],"study_design_scores_gemma":[0.0000017101879,0.00006173356,0.9940142,0.0000042150314,0.0000082531815,0.0000328669,0.004916387,0.00016542374,0.00040206057,0.000007133446,0.00038234566,0.0000036574302],"about_ca_topic_score_codex":0.4890849,"about_ca_topic_score_gemma":0.6209224,"teacher_disagreement_score":0.4890849,"about_ca_system_score_codex":0.0022188027,"about_ca_system_score_gemma":0.0016085942,"threshold_uncertainty_score":0.97247624},"labels":[],"label_agreement":null},{"id":"W2161151372","doi":"10.1061/(asce)0733-9372(2002)128:5(461)","title":"Determination of Source Strength of Landfill Gas: A Numerical Modeling Approach","year":2002,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Landfill gas; Methane; Mathematical model; Calibration; Nonlinear system; Extraction (chemistry); Environmental science; Petroleum engineering; Geotechnical engineering; Mathematics; Chemistry; Engineering; Statistics; Physics","score_opus":0.009710245340378914,"score_gpt":0.18074135958463636,"score_spread":0.17103111424425743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161151372","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13153096,0.00046347064,0.86105883,0.00029960307,0.000028063198,0.000084344334,0.00015942504,0.00045282266,0.0059225345],"genre_scores_gemma":[0.8523167,0.00071027153,0.1443346,0.000031737043,0.000016678263,0.0002578613,0.00013942475,0.000039755003,0.0021530567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998572,0.00003508864,0.000010383515,0.000017716837,0.00006641322,0.000013243041],"domain_scores_gemma":[0.9997266,0.00014282776,0.00003989613,0.000031512674,0.00004958902,0.00000959735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003283585,0.0005029013,0.00048330214,0.0005102993,0.0003346746,0.00068303844,0.00062116573,0.0009682406,0.0007503826],"category_scores_gemma":[0.0010356372,0.0003237663,0.0004417641,0.00043981947,0.00044287214,0.000791613,0.0004486486,0.0004352267,0.00016600743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017025517,0.000021287846,0.0005532334,0.000036565572,0.000007794545,0.000040388106,0.000025310532,0.97824425,0.009640368,0.0041690078,0.00006715817,0.00717754],"study_design_scores_gemma":[0.0000019777706,0.0000048242614,0.000044896635,0.0000017925116,0.0000013287294,0.0000056125155,0.0000033590272,0.99771464,0.0016048262,0.0004521971,0.00016236366,0.0000021493488],"about_ca_topic_score_codex":0.0039405674,"about_ca_topic_score_gemma":0.0017810031,"teacher_disagreement_score":0.0039405674,"about_ca_system_score_codex":0.00063693925,"about_ca_system_score_gemma":0.000886197,"threshold_uncertainty_score":0.007835269},"labels":[],"label_agreement":null},{"id":"W2161463950","doi":"10.1061/(asce)hz.1944-8376.0000033","title":"Effects of Design Mix and Porosity of Waste-Derived Paste as Landfill Daily Covers on Lead Retardation","year":2010,"lang":"en","type":"article","venue":"Practice Periodical of Hazardous Toxic and Radioactive Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Porosity; Effluent; Homogeneity (statistics); Materials science; Retardation factor; Waste management; Municipal solid waste; Environmental science; Composite material; Environmental engineering; Chemistry; Chromatography; Mathematics; Engineering","score_opus":0.0063382801255594794,"score_gpt":0.22586040094276782,"score_spread":0.21952212081720834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161463950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990157,0.00015167109,0.00066982803,0.0000035951334,0.00000312395,0.000005599137,0.000016465852,0.000010263621,0.00012369167],"genre_scores_gemma":[0.99855274,0.00013755473,0.0011559939,0.0000037733776,0.0000020288326,0.000005320788,0.000025328924,0.000006841285,0.00011047447],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969125,0.00007469923,0.000034820096,0.00004823285,0.00010626798,0.00004468482],"domain_scores_gemma":[0.99927956,0.00027258362,0.00024730986,0.000045439876,0.00008598133,0.00006916244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035904007,0.00039376493,0.0003302182,0.00034937213,0.00014296784,0.0003654696,0.00016261976,0.00024866834,0.00039929585],"category_scores_gemma":[0.0011636041,0.00029142897,0.00025291656,0.000270342,0.00024386376,0.000328202,0.00032226162,0.00023578733,0.000104307386],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041845028,0.000059438706,0.0034089673,0.00009519262,0.000021251244,0.00009273243,0.000045079418,0.0018415034,0.9895599,0.000040330622,0.000011261883,0.0044059604],"study_design_scores_gemma":[0.000015681164,0.001958786,0.012365397,0.000009475093,0.00009482482,0.00022035073,0.00009251018,0.0028562862,0.98189825,0.000028254724,0.00044660427,0.000013580031],"about_ca_topic_score_codex":0.00038153987,"about_ca_topic_score_gemma":0.0008310937,"teacher_disagreement_score":0.00039929585,"about_ca_system_score_codex":0.00022245728,"about_ca_system_score_gemma":0.00015216514,"threshold_uncertainty_score":0.0018988252},"labels":[],"label_agreement":null},{"id":"W2161798322","doi":"10.1139/t02-058","title":"Geotechnical characterization of dewatered sewage sludge for landfill disposal","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Environment and Conservation Fund","keywords":"Geotechnical engineering; Hydraulic conductivity; Sewage sludge; Compaction; Environmental science; Consolidation (business); Waste management; Waste disposal; Soil water; Sewage; Environmental engineering; Geology; Engineering; Soil science","score_opus":0.015618129666259143,"score_gpt":0.20794528496259188,"score_spread":0.19232715529633274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161798322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999514,0.000034983528,0.00018650755,0.000003971939,9.025764e-7,0.00000873223,0.0000502279,0.0000014952711,0.00019910812],"genre_scores_gemma":[0.9987888,0.0001184533,0.00033112054,0.0000070515193,0.000001353747,0.000009881126,0.00019724744,0.0000020749924,0.0005439802],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99972636,0.000038098056,0.0000321467,0.00003311203,0.00013652418,0.000033625965],"domain_scores_gemma":[0.99971193,0.00003293852,0.00007842608,0.000013009578,0.000140322,0.000023409515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028929958,0.00023863476,0.00028835837,0.0006685711,0.00029211075,0.00044853592,0.00011242015,0.0001695208,0.00037733561],"category_scores_gemma":[0.00032416594,0.000109863155,0.0002205826,0.0005600135,0.00029292091,0.00018348725,0.00022657582,0.00011881947,0.00013448477],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027274393,0.0001283047,0.15081112,0.00029497265,0.000042031414,0.000670059,0.00083764974,0.0023439787,0.82955813,0.00012585918,0.00009869638,0.014816393],"study_design_scores_gemma":[0.0000106864345,0.0010149832,0.61206865,0.000021195818,0.000067825706,0.00042511188,0.0014468326,0.0018039938,0.38137394,0.000054254353,0.0016948198,0.00001772905],"about_ca_topic_score_codex":0.010280428,"about_ca_topic_score_gemma":0.019201592,"teacher_disagreement_score":0.010280428,"about_ca_system_score_codex":0.0006390967,"about_ca_system_score_gemma":0.0006651265,"threshold_uncertainty_score":0.020441175},"labels":[],"label_agreement":null},{"id":"W2162701199","doi":"10.1680/gein.2005.12.2.99","title":"Influence of plasticizer molecular weight on plasticizer retention in PVC geomembranes","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian General-Tower (Canada)","funders":"","keywords":"Plasticizer; Geomembrane; Materials science; Geosynthetics; Composite material; Polymer chemistry; Geotechnical engineering; Engineering","score_opus":0.005263677455750281,"score_gpt":0.21598104362622683,"score_spread":0.21071736617047654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162701199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976497,0.0005975616,0.0009726857,0.000027745926,0.000009591214,0.000013637156,0.000074475625,0.00002465553,0.0006298455],"genre_scores_gemma":[0.99774337,0.00049021124,0.00094927533,0.000019321005,0.00000429412,0.000013503654,0.00010020542,0.000018417148,0.00066144485],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999569,0.00009377891,0.000047023375,0.000070266906,0.00013249373,0.0000874218],"domain_scores_gemma":[0.9987431,0.00053428864,0.00033891114,0.00007781727,0.00024078027,0.000065130655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005862538,0.00032939442,0.00026891092,0.00040759234,0.0002506502,0.00058799534,0.00022374872,0.00029043734,0.0010056366],"category_scores_gemma":[0.0018058702,0.00018820165,0.00036175607,0.0004208447,0.0002096303,0.0006972496,0.00025413337,0.00043247233,0.0002626835],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066285086,0.00011605027,0.0025959758,0.00012357059,0.000043956275,0.0001270752,0.00010925697,0.0035076833,0.98095965,0.000120521145,0.000094286144,0.011539089],"study_design_scores_gemma":[0.000004890227,0.0005943673,0.0033133759,0.000009286571,0.00003300159,0.000054345965,0.000046198227,0.0014762722,0.993911,0.000028226894,0.000517733,0.000011316084],"about_ca_topic_score_codex":0.0012675758,"about_ca_topic_score_gemma":0.0013091161,"teacher_disagreement_score":0.0012675758,"about_ca_system_score_codex":0.00034037774,"about_ca_system_score_gemma":0.00023837756,"threshold_uncertainty_score":0.0033642054},"labels":[],"label_agreement":null},{"id":"W2163208646","doi":"10.1139/t08-053","title":"Clogging of unsaturated gravel permeated with landfill leachate","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; Nipissing University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Environmental science; Environmental engineering; Geotechnical engineering; Geology; Chemistry; Environmental chemistry","score_opus":0.012588237302912943,"score_gpt":0.19016394284003743,"score_spread":0.17757570553712448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163208646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999503,0.000049170165,0.00028650698,0.0000037647274,0.0000010102137,0.000006535789,0.000019874102,0.000007777513,0.00012243024],"genre_scores_gemma":[0.9984243,0.00009100331,0.00053513626,0.000012603612,0.0000011832564,0.000008292439,0.00005851118,0.00000739658,0.00086160284],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99969363,0.0000447822,0.000017651359,0.00004603449,0.000105224775,0.0000926728],"domain_scores_gemma":[0.9997453,0.000083243314,0.000052412553,0.000015086194,0.00006857485,0.000035447334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027017941,0.00039722747,0.0005064761,0.00028556856,0.00065115833,0.00037688663,0.0001982891,0.00034891898,0.00078065606],"category_scores_gemma":[0.00045030055,0.00018095787,0.0003081641,0.00023552644,0.00039391135,0.0003243734,0.00036598963,0.000261091,0.0001337628],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005577526,0.000032636763,0.0020534762,0.00006787906,0.0000072771363,0.00013268978,0.00020702096,0.0004000756,0.995119,0.000020506042,0.000012193257,0.0013895873],"study_design_scores_gemma":[0.000011088746,0.0018168979,0.011553721,0.000010036302,0.000022833665,0.00014741307,0.000278726,0.0014146493,0.9842791,0.00002642124,0.00042609687,0.000012846326],"about_ca_topic_score_codex":0.013417116,"about_ca_topic_score_gemma":0.01802796,"teacher_disagreement_score":0.013417116,"about_ca_system_score_codex":0.00059797394,"about_ca_system_score_gemma":0.00036152644,"threshold_uncertainty_score":0.026678085},"labels":[],"label_agreement":null},{"id":"W2163279367","doi":"10.1139/t05-054","title":"Consolidation properties of a dewatered municipal sewage sludge","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University College Dublin","keywords":"Oedometer test; Consolidation (business); Slurry; Geotechnical engineering; Compressibility; Materials science; Sewage sludge; Permeability (electromagnetism); Composite material; Environmental science; Chemistry; Sewage; Soil water; Environmental engineering; Geology; Soil science; Engineering","score_opus":0.02138440795835425,"score_gpt":0.21840298760045251,"score_spread":0.19701857964209826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163279367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915934,0.00014937844,0.00036711065,0.000009183707,0.0000036125405,0.000008174267,0.000050237522,0.000008011027,0.0002450029],"genre_scores_gemma":[0.99854624,0.0001452729,0.00049795845,0.000014926891,0.0000025277059,0.000008630876,0.000139454,0.000004562524,0.0006404077],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997559,0.00001846479,0.000035462283,0.00004126565,0.00011130544,0.000037478578],"domain_scores_gemma":[0.9997496,0.000047438865,0.00006864686,0.000015494723,0.00007549643,0.000043337746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024329663,0.00025527278,0.00030094327,0.00035321797,0.00017263705,0.00032354167,0.00016295722,0.00028152068,0.0009778049],"category_scores_gemma":[0.00043360444,0.00018433512,0.00024008346,0.00050511124,0.00026028743,0.00029084884,0.00029878225,0.0003975459,0.00016498851],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006846531,0.0000129179125,0.0011713369,0.000026465346,0.0000041732096,0.000033898476,0.000037975824,0.00020863033,0.9967899,0.000018065277,0.0000061217497,0.0016220628],"study_design_scores_gemma":[0.000008201407,0.00068066467,0.035545226,0.000009229588,0.000016941587,0.000095636075,0.00012927757,0.0016890201,0.96110356,0.000025081948,0.00068788766,0.000009206872],"about_ca_topic_score_codex":0.0019503634,"about_ca_topic_score_gemma":0.0026381626,"teacher_disagreement_score":0.0019503634,"about_ca_system_score_codex":0.00034100818,"about_ca_system_score_gemma":0.0002519279,"threshold_uncertainty_score":0.003878057},"labels":[],"label_agreement":null},{"id":"W2163345603","doi":"10.1155/2010/573149","title":"The Use of Inorganic Packing Materials during Methane Biofiltration","year":2010,"lang":"en","type":"article","venue":"International Journal of Chemical Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biofilter; Porosity; Methane; Particle size; Materials science; Particle (ecology); Specific surface area; Chemical engineering; Mineralogy; Waste management; Composite material; Environmental engineering; Environmental science; Chemistry; Geology; Organic chemistry; Engineering","score_opus":0.00947599894258027,"score_gpt":0.21424937002269745,"score_spread":0.20477337108011717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163345603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955478,0.001406433,0.0019749664,0.00002511901,0.000019466897,0.000029015773,0.00006770319,0.000031013104,0.0008985437],"genre_scores_gemma":[0.99191695,0.0007194064,0.0067590135,0.00001862262,0.00001559593,0.000013782823,0.00013458134,0.000013717416,0.00040826297],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996431,0.00009986766,0.00003358817,0.000046328998,0.000121486155,0.00005571741],"domain_scores_gemma":[0.9996674,0.00011742674,0.00010415584,0.000026765405,0.00004888772,0.000035444944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033141384,0.0004650592,0.00031262625,0.00032053626,0.00028712358,0.0005884674,0.00022470564,0.0002820139,0.00048483844],"category_scores_gemma":[0.0007299995,0.00014694686,0.00023727893,0.00036379063,0.0002044681,0.00030228499,0.00030975675,0.00016023077,0.00017447428],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035409472,0.000042804724,0.0009664319,0.00023507622,0.000010068122,0.000100740435,0.00002682721,0.00030559153,0.98970664,0.000041462208,0.00002797253,0.008182302],"study_design_scores_gemma":[0.000009677715,0.0011530557,0.0054672784,0.000019276817,0.00004984011,0.00026615927,0.000049288305,0.00076007633,0.99076194,0.000016278906,0.0014373836,0.000009750382],"about_ca_topic_score_codex":0.0004679876,"about_ca_topic_score_gemma":0.001243224,"teacher_disagreement_score":0.0005884674,"about_ca_system_score_codex":0.00013557287,"about_ca_system_score_gemma":0.00018533033,"threshold_uncertainty_score":0.0017527342},"labels":[],"label_agreement":null},{"id":"W2166329746","doi":"10.1016/j.wasman.2012.08.010","title":"Hydration of geosynthetic clay liners from clay subsoil under simulated field conditions","year":2012,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subsoil; Geosynthetic clay liner; Water content; Moisture; Geotechnical engineering; Environmental science; Clay soil; Soil science; Materials science; Hydraulic conductivity; Geology; Composite material; Soil water","score_opus":0.011203009692895364,"score_gpt":0.236194761883036,"score_spread":0.22499175219014064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166329746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924207,0.000025595049,0.00013729387,0.0000071255818,0.0000020223986,0.0000049882296,0.00016257579,0.000009717481,0.0004086874],"genre_scores_gemma":[0.9992884,0.000025770629,0.00011712626,0.0000038224407,0.0000010478213,0.0000037013406,0.00017511312,0.000008013039,0.0003769933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988246,0.000011667337,0.0000051160996,0.000034017627,0.000030059067,0.000036680132],"domain_scores_gemma":[0.99989164,0.000029694525,0.000019015499,0.000006905708,0.000023589237,0.000029025772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016569812,0.00029038556,0.00024442197,0.00018197179,0.0003452489,0.00043011937,0.00029387,0.00031839847,0.00266604],"category_scores_gemma":[0.00037625103,0.00016508922,0.00016858072,0.00019580964,0.00027359303,0.00038914787,0.00025599933,0.0004111365,0.00018803663],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016398719,0.00011117817,0.0065365257,0.00008802284,0.00002768473,0.0001545559,0.0002619919,0.0045873662,0.9829085,0.000102956445,0.00016845617,0.003413013],"study_design_scores_gemma":[0.00013883086,0.0012953412,0.07819497,0.000024063282,0.00005516383,0.000109294204,0.0010136635,0.033236798,0.8839857,0.00014680097,0.0017425395,0.000056934245],"about_ca_topic_score_codex":0.008320318,"about_ca_topic_score_gemma":0.0074155023,"teacher_disagreement_score":0.008320318,"about_ca_system_score_codex":0.00047757314,"about_ca_system_score_gemma":0.00026076334,"threshold_uncertainty_score":0.016543806},"labels":[],"label_agreement":null},{"id":"W2166504178","doi":"10.1177/0734242x04043937","title":"Modelling Leachate Quality and Quantity in Municipal Solid Waste Landfills","year":2004,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Acidogenesis; Municipal solid waste; Environmental science; Moisture; Waste management; Environmental engineering; Engineering; Anaerobic digestion; Methane; Chemistry","score_opus":0.0780217506046941,"score_gpt":0.3555472766394398,"score_spread":0.2775255260347457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166504178","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9145318,0.00037589186,0.0794684,0.00017079021,0.000010878488,0.00014658268,0.0007021054,0.00019547927,0.004398045],"genre_scores_gemma":[0.99307126,0.00024084047,0.0045161746,0.000010164577,0.000002300758,0.00008609826,0.00025151632,0.0000173399,0.0018043685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971324,0.00007333019,0.000029442259,0.000050309012,0.00006991366,0.00006370848],"domain_scores_gemma":[0.99965656,0.00018942179,0.00005819511,0.000014881226,0.00006642744,0.000014624159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006229405,0.00048373055,0.00058194157,0.0006615527,0.00043170044,0.0014251175,0.0006241251,0.0009849619,0.0005602767],"category_scores_gemma":[0.0010244786,0.00035058448,0.00091558194,0.0010197845,0.00064667984,0.0010808943,0.0005423744,0.00031973663,0.00010588366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040449748,0.00002454045,0.0026819226,0.000031821364,0.00001140683,0.00003769508,0.000033525896,0.99197376,0.002466097,0.00085817627,0.000030064433,0.0018106335],"study_design_scores_gemma":[0.000012105506,0.000041623494,0.0009804086,0.0000045211855,0.000010078969,0.000011347609,0.000050856164,0.995613,0.0023729715,0.0006705147,0.00022454419,0.000008042233],"about_ca_topic_score_codex":0.054788567,"about_ca_topic_score_gemma":0.034488767,"teacher_disagreement_score":0.054788567,"about_ca_system_score_codex":0.0036065918,"about_ca_system_score_gemma":0.00229709,"threshold_uncertainty_score":0.10893929},"labels":[],"label_agreement":null},{"id":"W2166630676","doi":"10.1061/40789(168)25","title":"Material Selection for the Design of inclined Covers with Capillary Barrier Effect","year":2005,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Capillary action; Infiltration (HVAC); Hydraulic conductivity; Geotechnical engineering; Materials science; Moisture; Composite material; Environmental science; Geology; Soil science; Soil water","score_opus":0.006634641408278443,"score_gpt":0.2126755605808545,"score_spread":0.20604091917257605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166630676","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36305878,0.00059958943,0.62290484,0.00007945743,0.00005938665,0.0005303205,0.00024980737,0.00077163085,0.011746258],"genre_scores_gemma":[0.8052558,0.0002672283,0.19282973,0.000021675414,0.000014325385,0.00029989707,0.00016427762,0.000040231134,0.0011067637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977213,0.00003993571,0.00001467047,0.000029778259,0.00010699087,0.000036519028],"domain_scores_gemma":[0.999734,0.000047202288,0.00009176366,0.0000263368,0.00007597339,0.000024827359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031927787,0.000709161,0.00045889057,0.0007933442,0.00025188708,0.00054671115,0.00058435684,0.00035233007,0.0012567065],"category_scores_gemma":[0.0007054473,0.00029231358,0.0004286383,0.0004242409,0.00019998907,0.0003155828,0.00028137123,0.00016487496,0.00036053074],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037701437,0.0002416574,0.0046990877,0.00083437545,0.000098582765,0.0006408663,0.00013574793,0.31927,0.50791144,0.009134936,0.0013678713,0.15528841],"study_design_scores_gemma":[0.00018809162,0.0023785143,0.009487486,0.00008595988,0.00027373357,0.00087014586,0.00014915473,0.621133,0.34008586,0.0033915907,0.021850416,0.00010603569],"about_ca_topic_score_codex":0.00042202263,"about_ca_topic_score_gemma":0.0008546306,"teacher_disagreement_score":0.0012567065,"about_ca_system_score_codex":0.00025562814,"about_ca_system_score_gemma":0.0005757625,"threshold_uncertainty_score":0.0042040944},"labels":[],"label_agreement":null},{"id":"W2167235623","doi":"10.1061/(asce)1090-0241(2005)131:6(682)","title":"Clogging of Tire Shreds and Gravel Permeated with Landfill Leachate","year":2005,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":76,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Western University","funders":"","keywords":"Leachate; Clogging; Effluent; Hydraulic conductivity; Geotechnical engineering; Environmental engineering; Lime; Environmental science; Geology; Chemistry; Materials science; Soil science; Metallurgy; Environmental chemistry; Soil water","score_opus":0.0021347095409566742,"score_gpt":0.1546743681806672,"score_spread":0.15253965863971053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167235623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928564,0.00008431882,0.00022464032,0.000006436836,0.0000022727443,0.000010546361,0.00013699719,0.000020967347,0.00022821425],"genre_scores_gemma":[0.9964709,0.0001714719,0.00086473924,0.000025598418,0.0000029350563,0.000020031317,0.00046514865,0.000019561377,0.0019596184],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995834,0.000039022434,0.000028194754,0.00009051779,0.00012159307,0.0001372609],"domain_scores_gemma":[0.99956495,0.0000945971,0.000092053124,0.00003337058,0.00014352103,0.000071535615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026778033,0.0006399564,0.00063602295,0.00047592103,0.00047204157,0.00045853556,0.00031517958,0.0005409897,0.0014823759],"category_scores_gemma":[0.00035121484,0.0002592907,0.0005722258,0.00033128084,0.0003694843,0.00036200153,0.00054512825,0.00033997302,0.0002687525],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055769866,0.00003785442,0.004618802,0.000085482476,0.000024124296,0.0002376677,0.00016199029,0.00040670138,0.9916871,0.000009401319,0.000033102777,0.0021400866],"study_design_scores_gemma":[0.000012374928,0.0023999987,0.041536838,0.000015471565,0.00004632694,0.00022339937,0.00048598048,0.0017400659,0.9526619,0.000016267932,0.0008361055,0.00002525347],"about_ca_topic_score_codex":0.010297355,"about_ca_topic_score_gemma":0.016701037,"teacher_disagreement_score":0.010297355,"about_ca_system_score_codex":0.00049669883,"about_ca_system_score_gemma":0.00029142562,"threshold_uncertainty_score":0.020474851},"labels":[],"label_agreement":null},{"id":"W2167383443","doi":"10.1016/j.wasman.2004.02.007","title":"Influence of landfill leachate suspended solids on clog (biorock) formation","year":2004,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":87,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Suspended solids; Clogging; Volatile suspended solids; Chemistry; Total dissolved solids; Total suspended solids; Waste management; Environmental engineering; Environmental chemistry; Pulp and paper industry; Environmental science; Wastewater; Chemical oxygen demand","score_opus":0.00883058821254073,"score_gpt":0.21287734361499439,"score_spread":0.20404675540245365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167383443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909866,0.00015196038,0.00011233637,0.00001561159,0.0000033593237,0.000005748153,0.00005914192,0.0000058799906,0.00054728804],"genre_scores_gemma":[0.9987702,0.00011776302,0.00016798073,0.000016592167,0.000002340666,0.0000044077924,0.00006925301,0.0000042792985,0.00084707583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952185,0.00014687757,0.00003701261,0.000051894272,0.00010768136,0.00013458105],"domain_scores_gemma":[0.9995339,0.00022384511,0.00006507974,0.00002140673,0.0001004933,0.000055431607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000540362,0.00031511136,0.00037934026,0.00032211852,0.00040684352,0.0008268598,0.00021785391,0.00043187971,0.0015712109],"category_scores_gemma":[0.0007626063,0.00015187843,0.00031635907,0.00025785912,0.0005091046,0.00042014004,0.0003711851,0.00025451262,0.00020726716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005964662,0.00023961678,0.00990231,0.00020004892,0.00005455916,0.00029477643,0.00025313094,0.0024105576,0.9710931,0.00021538598,0.00012729982,0.009244513],"study_design_scores_gemma":[0.000029557637,0.0011492623,0.0101972595,0.000007484568,0.00002207556,0.000047989866,0.00026725585,0.0013404676,0.9861507,0.000056736135,0.00072322186,0.000007989414],"about_ca_topic_score_codex":0.01241372,"about_ca_topic_score_gemma":0.013513843,"teacher_disagreement_score":0.01241372,"about_ca_system_score_codex":0.00067310105,"about_ca_system_score_gemma":0.0006749935,"threshold_uncertainty_score":0.02468288},"labels":[],"label_agreement":null},{"id":"W2167416519","doi":"10.1139/cgj-2012-0257","title":"A practical technique for estimating service life of MSW leachate collection systems","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Municipal solid waste; Effluent; Waste management; Environmental science; Data collection; Waste collection; Environmental engineering; Engineering; Service life; Mechanical engineering; Geography","score_opus":0.024166689715530227,"score_gpt":0.26069497285155424,"score_spread":0.236528283136024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167416519","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16643542,0.00037208103,0.8244442,0.00013212753,0.000021165477,0.0002468964,0.0010609332,0.002418337,0.004868849],"genre_scores_gemma":[0.7498351,0.00029950865,0.24647781,0.000025434209,0.000006472219,0.00032253398,0.0007896094,0.000122858,0.002120758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902046,0.00016734893,0.00005277914,0.000126411,0.000585179,0.00004784811],"domain_scores_gemma":[0.99855345,0.000438239,0.00025746727,0.0001955076,0.0005225829,0.00003277621],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009838392,0.0007629585,0.00034342194,0.0016172865,0.0005778915,0.0005617373,0.0006646994,0.00055606634,0.0016744568],"category_scores_gemma":[0.00474212,0.00035973833,0.00039950036,0.0012893731,0.0003266191,0.001153904,0.0006184054,0.00039020355,0.00061659416],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035367074,0.00009899667,0.037891425,0.00058148627,0.00007106234,0.00019712564,0.0007138546,0.5182005,0.14164668,0.00775345,0.0025930218,0.28989875],"study_design_scores_gemma":[0.00001941714,0.000596273,0.010116674,0.00003916371,0.000029513529,0.0003942947,0.00027802488,0.906648,0.06707797,0.0032016416,0.011514072,0.00008486228],"about_ca_topic_score_codex":0.007172205,"about_ca_topic_score_gemma":0.009874231,"teacher_disagreement_score":0.007172205,"about_ca_system_score_codex":0.0011841276,"about_ca_system_score_gemma":0.001053774,"threshold_uncertainty_score":0.014260888},"labels":[],"label_agreement":null},{"id":"W2167557547","doi":"10.1139/a11-022","title":"Biofiltration of methane and trace gases from landfills: A review","year":2012,"lang":"en","type":"review","venue":"Environmental Reviews","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Institut de Recherche et de Développement en Agroenvironnement; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Biofilter; Methane; Biogas; Landfill gas; Environmental science; Waste management; Carbon dioxide; Environmental chemistry; Moisture; Environmental engineering; Pulp and paper industry; Chemistry","score_opus":0.0697447919161154,"score_gpt":0.3185265455168624,"score_spread":0.24878175360074697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167557547","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00031012905,0.99875224,0.00014804187,0.000056510435,0.00006881396,0.000004987116,0.00003106721,0.0000082846245,0.00061990955],"genre_scores_gemma":[0.0011817035,0.99790347,0.0003024679,0.0000457503,0.000043224565,0.000006606052,0.00005449739,0.0000016301598,0.00046064844],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997358,0.000032930137,0.00004736073,0.00004771389,0.0001160228,0.00002015226],"domain_scores_gemma":[0.99962664,0.00014872504,0.00008161219,0.000010756666,0.00010836891,0.000023961491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048006882,0.001171226,0.001874786,0.0027184323,0.00026915228,0.00092845346,0.0008075782,0.0008783583,0.0031454589],"category_scores_gemma":[0.00056349137,0.00033767137,0.00061182,0.0034462074,0.0002556898,0.0011305964,0.0005075935,0.0007120747,0.0015602168],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097058524,0.00014645395,0.00021573684,0.07236144,0.00018595638,0.0002683061,0.0000942285,0.00074307394,0.007512182,0.0017892522,0.013722416,0.9028639],"study_design_scores_gemma":[0.000017417855,0.00026334828,0.001437902,0.0075517823,0.00033207834,0.0013651487,0.00012841207,0.00014334952,0.0038451697,0.0008758106,0.9840045,0.0000350978],"about_ca_topic_score_codex":0.0013268251,"about_ca_topic_score_gemma":0.0018666507,"teacher_disagreement_score":0.0031454589,"about_ca_system_score_codex":0.0003942756,"about_ca_system_score_gemma":0.0010878966,"threshold_uncertainty_score":0.010522604},"labels":[],"label_agreement":null},{"id":"W2169284050","doi":"10.1680/gein.2007.14.4.219","title":"Quantifying geomembrane wrinkles using aerial photography and digital image processing","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Wrinkle; Photography; Geosynthetics; Geotechnical engineering; Geology; Environmental science; Materials science; Composite material","score_opus":0.021992389442816705,"score_gpt":0.27818280376768956,"score_spread":0.25619041432487283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169284050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93755203,0.00027515163,0.05540117,0.000037213154,0.000019488585,0.00018521141,0.0014518588,0.00049073825,0.00458712],"genre_scores_gemma":[0.9089398,0.0003974699,0.08798849,0.000024169798,0.000014007228,0.00005999822,0.00095602486,0.000035449866,0.0015847193],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99969804,0.00002300384,0.0000143551715,0.000049157767,0.00018191227,0.000033641565],"domain_scores_gemma":[0.9995716,0.0000677449,0.00010304007,0.00003857802,0.00019689891,0.000022070155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023792706,0.0003574593,0.00016240684,0.0028504936,0.00021389387,0.00043946825,0.00024095234,0.0002793302,0.0020712004],"category_scores_gemma":[0.00037688875,0.00016296234,0.00023027431,0.0012142123,0.00021674235,0.00043368936,0.0002679351,0.00025645862,0.000353901],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002198483,0.00014954993,0.06825684,0.00047803565,0.00007447503,0.00043299736,0.00050355843,0.005157569,0.70568067,0.00034994056,0.0011664552,0.21753013],"study_design_scores_gemma":[0.000018279556,0.00030666657,0.7406647,0.00004501106,0.00008465151,0.00074081257,0.0010513011,0.025287619,0.22824311,0.00020146255,0.003301378,0.000054895154],"about_ca_topic_score_codex":0.0038161108,"about_ca_topic_score_gemma":0.015545348,"teacher_disagreement_score":0.0038161108,"about_ca_system_score_codex":0.00031503898,"about_ca_system_score_gemma":0.00018662696,"threshold_uncertainty_score":0.0075877905},"labels":[],"label_agreement":null},{"id":"W2169866728","doi":"10.1016/s0956-053x(01)00014-9","title":"Bioreactor landfills: experimental and field results","year":2002,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":201,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Research Council Canada; Ryerson University","keywords":"Leachate; Bioreactor landfill; Municipal solid waste; Biodegradation; Environmental science; Chemical oxygen demand; Waste management; Bioreactor; Biochemical oxygen demand; Infiltration (HVAC); Environmental engineering; Environmental chemistry; Chemistry; Wastewater; Materials science; Engineering","score_opus":0.014306532661105544,"score_gpt":0.2131004217926875,"score_spread":0.19879388913158197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169866728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969656,0.00022718315,0.0015256123,0.000026496784,0.000012928954,0.00008467133,0.00026667968,0.000044406446,0.0008462996],"genre_scores_gemma":[0.9925362,0.00071260805,0.0037931968,0.000030654457,0.000023445875,0.00015758576,0.00073422736,0.000024866273,0.0019872552],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99878055,0.00038712978,0.00009392556,0.0002335228,0.00026815658,0.00023675481],"domain_scores_gemma":[0.99734676,0.0012533687,0.00024307336,0.0002650129,0.00073378417,0.00015803454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017268431,0.0014019462,0.0014204605,0.000823961,0.0021580544,0.0008343498,0.0010458904,0.0015965641,0.0020849064],"category_scores_gemma":[0.001582999,0.0004067169,0.0012221978,0.0010085545,0.0012410956,0.0014496269,0.0006177671,0.00084591424,0.00051519176],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010617695,0.018143928,0.014925469,0.0007552575,0.0001510437,0.00043006177,0.0010385776,0.0106115155,0.91870326,0.00035502098,0.00051481643,0.02375346],"study_design_scores_gemma":[0.00046759387,0.024767062,0.015646556,0.000030569707,0.00025725967,0.00027987311,0.0011351516,0.0075646034,0.94828933,0.00033151996,0.0011744684,0.000056060526],"about_ca_topic_score_codex":0.012858765,"about_ca_topic_score_gemma":0.010684636,"teacher_disagreement_score":0.012858765,"about_ca_system_score_codex":0.0011429666,"about_ca_system_score_gemma":0.0008993569,"threshold_uncertainty_score":0.02556789},"labels":[],"label_agreement":null},{"id":"W2170275258","doi":"10.1061/(asce)gt.1943-5606.0000834","title":"Modeling of Leachate Characteristics and Clogging of Gravel Drainage Mesocosms Permeated with Landfill Leachate","year":2012,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Mesocosm; Drainage; Effluent; Environmental science; Environmental engineering; Geotechnical engineering; Hydraulic conductivity; Waste management; Geology; Soil science; Chemistry; Soil water; Engineering; Ecology","score_opus":0.005808254947099246,"score_gpt":0.1780581686175812,"score_spread":0.17224991367048195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170275258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949786,0.000031613577,0.00441717,0.000019369108,0.0000019199517,0.0000170428,0.00013282019,0.000040140232,0.00036127158],"genre_scores_gemma":[0.9962537,0.0000733672,0.0031125546,0.0000069795783,6.633954e-7,0.00004114844,0.00011103258,0.0000061434757,0.00039433112],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999125,0.000013168862,0.0000074666787,0.000029609319,0.00002140022,0.000015715646],"domain_scores_gemma":[0.9998423,0.00006487497,0.000032790045,0.0000132546065,0.000028945726,0.000017832945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017713064,0.00034546622,0.0003986189,0.00020849289,0.00031359104,0.00039059215,0.00030787836,0.00041143352,0.0003274385],"category_scores_gemma":[0.0003574837,0.0001641313,0.00041134722,0.00023796313,0.00022912979,0.0002893953,0.0002516883,0.00028250663,0.00006225171],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022333914,0.00011269076,0.02346558,0.00008182611,0.000030534804,0.0001172637,0.00010538089,0.8079188,0.16361278,0.00029273742,0.00006655455,0.003972466],"study_design_scores_gemma":[0.000023864188,0.00014767819,0.0072275666,0.0000030210012,0.000013667557,0.000019338473,0.00006771131,0.96767855,0.02447802,0.00013791717,0.00019048693,0.000012179212],"about_ca_topic_score_codex":0.02442091,"about_ca_topic_score_gemma":0.018924193,"teacher_disagreement_score":0.02442091,"about_ca_system_score_codex":0.001468187,"about_ca_system_score_gemma":0.0007995691,"threshold_uncertainty_score":0.04855752},"labels":[],"label_agreement":null},{"id":"W2173295313","doi":"10.1139/cgj-2012-0057","title":"Effect of grain size on service life of MSW landfill drainage systems","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Drainage; Clogging; Service life; Geotechnical engineering; Environmental science; Infiltration (HVAC); Drainage system (geomorphology); Environmental engineering; Waste management; Geology; Engineering; Materials science; Composite material; Ecology; Geography","score_opus":0.0074137261824427534,"score_gpt":0.2187813376900994,"score_spread":0.21136761150765662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2173295313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99834883,0.000032604556,0.0011727746,0.000009124858,0.0000014224471,0.0000071690165,0.000101780824,0.000033344633,0.00029300145],"genre_scores_gemma":[0.9995623,0.000018929999,0.00026840155,0.000001602578,2.8397676e-7,0.0000033230835,0.00006444862,0.0000053119534,0.000075452925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998375,0.000024554629,0.000015158992,0.0000239361,0.000048441554,0.000050446055],"domain_scores_gemma":[0.9986657,0.0007874287,0.00023383398,0.00008724865,0.0001331778,0.000092577335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040447357,0.00025495706,0.0003037743,0.00044904635,0.00031651687,0.0005072409,0.00025242008,0.00031264592,0.00065575785],"category_scores_gemma":[0.0018961673,0.0001709753,0.00039386214,0.0004628135,0.0003912665,0.00041772058,0.00034718425,0.00017460258,0.00008773553],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011721979,0.00015973476,0.13916343,0.00015226046,0.00007351495,0.0004976347,0.00027005325,0.7330942,0.10353965,0.00073196966,0.00023927583,0.020906081],"study_design_scores_gemma":[0.00007419987,0.001183191,0.12986174,0.000021217198,0.00010263025,0.00023609425,0.00052436756,0.73779756,0.12820314,0.00068776874,0.0012377193,0.00007033703],"about_ca_topic_score_codex":0.009137615,"about_ca_topic_score_gemma":0.00916867,"teacher_disagreement_score":0.009137615,"about_ca_system_score_codex":0.0009780113,"about_ca_system_score_gemma":0.00039687264,"threshold_uncertainty_score":0.018168807},"labels":[],"label_agreement":null},{"id":"W2176768288","doi":"10.1016/j.wasman.2015.11.021","title":"Application of continuous normal–lognormal bivariate density functions in a sensitivity analysis of municipal solid waste landfill","year":2015,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SoilVision Systems (Canada)","funders":"","keywords":"Log-normal distribution; Cohesion (chemistry); Municipal solid waste; Probability density function; Geotechnical engineering; Bivariate analysis; Mathematics; Confidence interval; Shear strength (soil); Direct shear test; Environmental science; Statistics; Shear (geology); Engineering; Soil science; Materials science; Waste management; Chemistry; Composite material","score_opus":0.012209111944423022,"score_gpt":0.23268266663865467,"score_spread":0.22047355469423163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2176768288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8688908,0.00041230523,0.12517372,0.0003391553,0.000033930784,0.00012180852,0.00015973634,0.000083441744,0.004785074],"genre_scores_gemma":[0.99299735,0.00010350203,0.0063261352,0.00001849666,0.0000051767456,0.000018748797,0.000041734296,0.000007952788,0.0004809059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978138,0.0015321001,0.00005298661,0.00012611093,0.000266733,0.00020836918],"domain_scores_gemma":[0.98991853,0.008848,0.0003284551,0.00028061366,0.0005462364,0.00007820726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0070362864,0.00070766493,0.00067822466,0.0013943432,0.00044166806,0.0009967677,0.000818571,0.0012197864,0.0011522432],"category_scores_gemma":[0.014254021,0.00048782318,0.0015437029,0.0011282713,0.00090331037,0.0008898859,0.00097269774,0.0009400836,0.00005333745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000116137235,0.00009164887,0.0026735405,0.00004093842,0.000053210304,0.00019245168,0.000040713494,0.9873093,0.0013754886,0.003765686,0.00009566718,0.00424526],"study_design_scores_gemma":[0.000011172374,0.00009138488,0.002115875,0.000008040745,0.000033567394,0.00004314004,0.00007734631,0.99390453,0.0016161426,0.0018757435,0.00020608657,0.000017017666],"about_ca_topic_score_codex":0.023557775,"about_ca_topic_score_gemma":0.009903056,"teacher_disagreement_score":0.023557775,"about_ca_system_score_codex":0.0022870665,"about_ca_system_score_gemma":0.00095034007,"threshold_uncertainty_score":0.046841323},"labels":[],"label_agreement":null},{"id":"W2177916160","doi":"10.1139/t2012-038","title":"Modeling contaminant transport through composite liner with a hole in the geomembrane","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetic clay liner; Hydraulic conductivity; Geotechnical engineering; Distilled water; Composite number; Steady state (chemistry); Leakage (economics); Bentonite; Geosynthetics; Permeation; Chloride; Hydraulic head; Permeability (electromagnetism); Permeameter; Effluent; Materials science; Chemistry; Composite material; Geology; Soil science; Membrane; Environmental science; Soil water; Environmental engineering; Chromatography","score_opus":0.015137449784524781,"score_gpt":0.21808386351049228,"score_spread":0.2029464137259675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2177916160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9779048,0.00007545326,0.020699576,0.00004723546,0.000011337148,0.000028609182,0.00017044114,0.00013803231,0.0009245437],"genre_scores_gemma":[0.99206185,0.00008615212,0.0066648857,0.0000119696915,0.0000021041378,0.000030852592,0.000091491274,0.0000144194355,0.0010363791],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998691,0.000015551028,0.0000057277707,0.000047282607,0.000025699335,0.000036620677],"domain_scores_gemma":[0.999772,0.00007487887,0.000060253573,0.00002358691,0.000042188552,0.000027058055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020298503,0.00040923007,0.0005201453,0.00026354016,0.00029650077,0.00065142714,0.00078642624,0.0015132028,0.00065906136],"category_scores_gemma":[0.00040501778,0.0002180397,0.0008225184,0.00026495103,0.00035510774,0.00053178304,0.0004453831,0.0003684623,0.00020282425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024825183,0.000119752876,0.0044505177,0.00008171883,0.00003463408,0.00040849103,0.0000637755,0.7962039,0.19433264,0.0008999385,0.00013825374,0.0030180656],"study_design_scores_gemma":[0.000021586637,0.00018666299,0.0016420924,0.00000382498,0.000015867412,0.000056920257,0.00003822473,0.97641015,0.021196244,0.00012309382,0.0002908482,0.000014516388],"about_ca_topic_score_codex":0.010665655,"about_ca_topic_score_gemma":0.004337027,"teacher_disagreement_score":0.010665655,"about_ca_system_score_codex":0.0011750063,"about_ca_system_score_gemma":0.0007985347,"threshold_uncertainty_score":0.021207154},"labels":[],"label_agreement":null},{"id":"W2178566049","doi":"10.1139/t2012-083","title":"Field study of wrinkles in a geomembrane at a composite liner test site","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":93,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wrinkle; Geomembrane; Noon; Materials science; High-density polyethylene; Composite material; Geotechnical engineering; Polyethylene; Geology; Atmospheric sciences","score_opus":0.01046522673282149,"score_gpt":0.22476571479967414,"score_spread":0.21430048806685265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2178566049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996793,0.0000028388263,0.0001442783,0.000001622449,5.922942e-7,0.000010097104,0.00005267291,0.000014068208,0.00009451007],"genre_scores_gemma":[0.9985989,0.000008800773,0.0007236498,0.000006383426,0.0000023300609,0.000015447296,0.00019024023,0.0000075082553,0.00044679968],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996351,0.000044745764,0.00001685443,0.00015018367,0.00011030255,0.000042763742],"domain_scores_gemma":[0.9987909,0.00022916376,0.00034614594,0.00011080727,0.0003420077,0.00018111395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000479774,0.00039797914,0.00038650422,0.0007536307,0.0006035816,0.00030452156,0.0005991314,0.00046314142,0.0011561298],"category_scores_gemma":[0.0006525241,0.00024558645,0.00036117903,0.00042027823,0.00043160043,0.00034510676,0.0002978102,0.00040032435,0.00035056673],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014294853,0.0019042725,0.31514812,0.00013534262,0.00009392395,0.001994437,0.0039235917,0.0021112545,0.6550575,0.000047920494,0.0002905494,0.017863557],"study_design_scores_gemma":[0.000029686995,0.003740752,0.9680642,0.0000071581217,0.000025155483,0.0004353022,0.0011133183,0.0018885317,0.02414295,0.000014501592,0.00051229534,0.000026262596],"about_ca_topic_score_codex":0.004801718,"about_ca_topic_score_gemma":0.017933419,"teacher_disagreement_score":0.004801718,"about_ca_system_score_codex":0.0004537868,"about_ca_system_score_gemma":0.00022784226,"threshold_uncertainty_score":0.009547532},"labels":[],"label_agreement":null},{"id":"W2179818494","doi":"10.1139/cgj-2015-0111","title":"Characterizing the ageing of a geosynthetic clay liner through electrical resistivity","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geosynthetic clay liner; Geomembrane; Electrical resistivity tomography; Leachate; Geotechnical engineering; Infiltration (HVAC); Bentonite; Hydraulic conductivity; Electrical resistivity and conductivity; Geotextile; Levee; Geology; Materials science; Soil water; Soil science; Composite material; Waste management; Engineering","score_opus":0.02450719467139256,"score_gpt":0.24009928676847025,"score_spread":0.2155920920970777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2179818494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978946,0.00006841704,0.001676782,0.000006633316,0.0000016507581,0.0000056333224,0.00005811459,0.000021326177,0.00026678742],"genre_scores_gemma":[0.9990157,0.000054719087,0.0005999504,0.0000036791437,8.6029064e-7,0.000003057191,0.000037409885,0.000004741808,0.00027982247],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998312,0.000022210193,0.000007898675,0.00003023967,0.00008040889,0.000028022812],"domain_scores_gemma":[0.99974674,0.00005696851,0.00007129858,0.000022534481,0.00008548097,0.000017054685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021916917,0.0002107721,0.00013960518,0.0004230181,0.00013059558,0.00034468967,0.00018950425,0.00025322277,0.00032973563],"category_scores_gemma":[0.00042397671,0.00010289429,0.00010665248,0.00031248532,0.00028125054,0.00026328475,0.0001696885,0.00017919892,0.00013300058],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011310157,0.000023278562,0.014712899,0.000049222243,0.000008502453,0.0001580452,0.00028425327,0.0008588209,0.97551847,0.000052179195,0.000033831664,0.008187412],"study_design_scores_gemma":[0.00000581168,0.0005646422,0.14584792,0.000014095707,0.000038079575,0.00041155683,0.0007263568,0.006101603,0.84440964,0.00005898347,0.0017995378,0.00002172817],"about_ca_topic_score_codex":0.0016731437,"about_ca_topic_score_gemma":0.0034841278,"teacher_disagreement_score":0.0016731437,"about_ca_system_score_codex":0.00020731679,"about_ca_system_score_gemma":0.00011699072,"threshold_uncertainty_score":0.0033268332},"labels":[],"label_agreement":null},{"id":"W2184427682","doi":"10.82308/13979","title":"Concept of copper mobility and compatibility with lead and cadmium in landfill liners","year":2003,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Bentonite; Cadmium; Adsorption; Copper; Chemistry; Leaching (pedology); Environmental chemistry; Geosynthetic clay liner; Metal; Compatibility (geochemistry); Groundwater; Environmental science; Hydraulic conductivity; Environmental engineering; Geology; Materials science; Geotechnical engineering; Soil water; Soil science; Composite material","score_opus":0.011270486737011969,"score_gpt":0.23131737832634205,"score_spread":0.22004689158933008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184427682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8702068,0.0015115652,0.12294536,0.00024620196,0.000025011901,0.00011168219,0.00010931691,0.00033096084,0.0045131627],"genre_scores_gemma":[0.9789043,0.0007801568,0.017051646,0.000038040576,0.000016141117,0.00008382838,0.00007276755,0.000014499966,0.0030385626],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999589,0.00006660082,0.000024545177,0.000115457115,0.00013474279,0.00006962155],"domain_scores_gemma":[0.9997459,0.000053588727,0.00007390865,0.00002052009,0.00008814609,0.000017937791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040262358,0.00041404882,0.00039930045,0.0005535838,0.00032303372,0.000838598,0.0007594943,0.00055227254,0.0006817283],"category_scores_gemma":[0.00044453947,0.00025298988,0.00033859396,0.00041839245,0.0006480427,0.001092549,0.00053768547,0.00022961266,0.0003771197],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020930961,0.00005789078,0.0029414229,0.00018124499,0.000015689106,0.0002679964,0.00018151866,0.0033845834,0.9710419,0.004441314,0.000106688145,0.017170401],"study_design_scores_gemma":[0.000025732803,0.0009869224,0.0059117503,0.000022227345,0.0000649511,0.0011378279,0.00039674138,0.030639283,0.9503256,0.0019822677,0.008452499,0.00005419265],"about_ca_topic_score_codex":0.0011948062,"about_ca_topic_score_gemma":0.0009201299,"teacher_disagreement_score":0.0011948062,"about_ca_system_score_codex":0.0006853594,"about_ca_system_score_gemma":0.0006068401,"threshold_uncertainty_score":0.0049726963},"labels":[],"label_agreement":null},{"id":"W2185927151","doi":"10.1007/978-1-4615-1729-0_23","title":"Physicochemistry of Soils for Geoenvironmental Engineering","year":2001,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Containment (computer programming); Environmental science; Groundwater; Soil water; Natural (archaeology); Environmental engineering; Geomembrane; Groundwater contamination; Geosynthetics; Civil engineering; Engineering; Geotechnical engineering; Geology; Soil science; Aquifer","score_opus":0.008949021482697446,"score_gpt":0.19020350639394784,"score_spread":0.1812544849112504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2185927151","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0057145264,0.45291868,0.076239295,0.0054371958,0.0040395716,0.00010345484,0.00057048333,0.00049729843,0.4544794],"genre_scores_gemma":[0.02916057,0.31164688,0.041181177,0.0018442037,0.0013774182,0.00015852982,0.0006189504,0.00029869334,0.6137137],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999231,0.000010249536,0.0000027109554,0.000013543356,0.000044105396,0.000006251706],"domain_scores_gemma":[0.9999527,0.000019535511,0.000003000591,0.000006270909,0.000014554488,0.0000039421006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017941144,0.00096294767,0.0007328993,0.000859649,0.0005154936,0.0013348878,0.000801007,0.0008629132,0.011420391],"category_scores_gemma":[0.00017660145,0.00039022218,0.00035000223,0.0016422942,0.00079590885,0.001821691,0.00064053305,0.0014311022,0.005379549],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022375554,0.00017039958,0.00032805937,0.0017516308,0.00002427658,0.00022489046,0.00030292728,0.005044343,0.028955847,0.3017965,0.19270197,0.46867675],"study_design_scores_gemma":[0.0000027149665,0.000016719416,0.00038879202,0.00018460391,0.000008205834,0.00029253087,0.00009430731,0.0012199008,0.005249118,0.116227925,0.876304,0.000011199905],"about_ca_topic_score_codex":0.0013120526,"about_ca_topic_score_gemma":0.004454231,"teacher_disagreement_score":0.011420391,"about_ca_system_score_codex":0.00086043397,"about_ca_system_score_gemma":0.00074597285,"threshold_uncertainty_score":0.038205028},"labels":[],"label_agreement":null},{"id":"W2186646981","doi":"","title":"A Case Study on the Installation of LLDPE Geomembranes in Cold Weather","year":2014,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Cold weather; Linear low-density polyethylene; Environmental science; Cold climate; Installation; Crew; Civil engineering; Engineering; Meteorology; Polyethylene; Aeronautics; Geotechnical engineering; Mechanical engineering; Materials science","score_opus":0.020149691328688605,"score_gpt":0.23222834554798885,"score_spread":0.21207865421930025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2186646981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97676545,0.00021834283,0.008332294,0.00045527218,0.00004227174,0.00032906228,0.00035982204,0.00012443696,0.013373047],"genre_scores_gemma":[0.97406477,0.0003068869,0.0104452465,0.000085822954,0.00001177155,0.00009825172,0.00019609543,0.000082516715,0.014708667],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.99736893,0.0006882047,0.00011354604,0.00028009803,0.00088180095,0.00066733063],"domain_scores_gemma":[0.996931,0.000905806,0.0004018252,0.00035794228,0.0009405949,0.0004628395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021526322,0.0007976939,0.00047473953,0.00092151435,0.0045020347,0.0014150147,0.0017952295,0.0025389947,0.0037585546],"category_scores_gemma":[0.0024739197,0.0005172067,0.00063485594,0.0011461857,0.0017521867,0.001159138,0.0011063205,0.0012168342,0.0008326001],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022560756,0.0028062325,0.19160849,0.0025832152,0.00019201667,0.21258195,0.06509039,0.1365024,0.16959463,0.010704194,0.022862772,0.18321772],"study_design_scores_gemma":[0.00020084034,0.004960894,0.4200535,0.0009986206,0.0002536972,0.027190184,0.19676912,0.05498601,0.10714219,0.0021215305,0.18477,0.0005534834],"about_ca_topic_score_codex":0.11865771,"about_ca_topic_score_gemma":0.3274899,"teacher_disagreement_score":0.11865771,"about_ca_system_score_codex":0.004896023,"about_ca_system_score_gemma":0.0034527737,"threshold_uncertainty_score":0.23593408},"labels":[],"label_agreement":null},{"id":"W2204488581","doi":"10.1109/ias.2015.7356929","title":"Wind and solar farms underground cables ampacity when lining materials are used in trenches","year":2015,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"University of Pennsylvania","keywords":"Ampacity; Trench; Reduction (mathematics); Environmental science; Geotechnical engineering; Engineering; Marine engineering; Layer (electronics); Electrical engineering; Electrical conductor; Materials science; Composite material","score_opus":0.05388353140392687,"score_gpt":0.24534760818388565,"score_spread":0.19146407677995878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2204488581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9778242,0.00008641455,0.013651915,0.000029601215,0.00000954249,0.000021235446,0.00020354992,0.0001488371,0.008024759],"genre_scores_gemma":[0.9971105,0.000065839435,0.0013314948,0.0000036991535,9.85236e-7,0.000008275054,0.000060856466,0.000010462643,0.0014077885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959224,0.00005427457,0.000016556849,0.00005543992,0.00021449433,0.000066941706],"domain_scores_gemma":[0.9994103,0.00019025322,0.00014472213,0.00006343822,0.00017035301,0.000020882431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021543301,0.000266859,0.00029968377,0.00047692625,0.00033651973,0.0005194927,0.00028785103,0.00032857174,0.0020164156],"category_scores_gemma":[0.0009944774,0.00019352735,0.00020239539,0.00072266697,0.00035355453,0.00039949882,0.0003450431,0.00026432655,0.00039307892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005238094,0.0001007502,0.06554366,0.0003256651,0.000059549802,0.0014540394,0.0005218484,0.70525277,0.14595369,0.0016821561,0.0010504631,0.07753157],"study_design_scores_gemma":[0.00004696861,0.0012353387,0.2631102,0.00014390278,0.00014099569,0.0010699687,0.0028343573,0.5089559,0.21249123,0.0022086569,0.0076645757,0.00009787372],"about_ca_topic_score_codex":0.0056366543,"about_ca_topic_score_gemma":0.010826014,"teacher_disagreement_score":0.0056366543,"about_ca_system_score_codex":0.0005785192,"about_ca_system_score_gemma":0.0003948268,"threshold_uncertainty_score":0.0112077},"labels":[],"label_agreement":null},{"id":"W2253492328","doi":"","title":"Modification of GCLs for enhanced containment of calcic and hyper saline leachates","year":2014,"lang":"en","type":"article","venue":"Figshare","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Bentonite; Leachate; Carbonate; Geosynthetic clay liner; Hydraulic conductivity; Salinity; Materials science; Chemical engineering; Chemistry; Mineralogy; Environmental chemistry; Geology; Geotechnical engineering; Soil science; Metallurgy; Soil water","score_opus":0.02877565765634462,"score_gpt":0.26371620506072785,"score_spread":0.23494054740438322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2253492328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99292034,0.0006124182,0.0045686653,0.00006575958,0.00003339004,0.00007216982,0.00022603855,0.00018477095,0.001316464],"genre_scores_gemma":[0.98967326,0.0005108448,0.0069210012,0.000077711156,0.0000066226607,0.000062645944,0.00024753192,0.000052850253,0.0024475716],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979633,0.000015618889,0.000016334117,0.000036988047,0.00008940304,0.000045411765],"domain_scores_gemma":[0.99983275,0.000020687878,0.000055467695,0.000011894107,0.000046762634,0.000032470583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017242863,0.00043996095,0.00019856762,0.00030500037,0.00012301968,0.0002516053,0.00031413414,0.00035620882,0.00090920494],"category_scores_gemma":[0.0002760347,0.00020067516,0.00033951728,0.0002159873,0.00020334338,0.00028385277,0.00030018506,0.0005112304,0.0003209145],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015961887,0.0000074927893,0.00005298305,0.000034925702,0.0000024587775,0.000022730748,0.000011338131,0.00005803415,0.9991322,0.000024422096,0.000016855129,0.00062052166],"study_design_scores_gemma":[0.000003487917,0.00007277534,0.00080411934,0.0000041072394,0.0000053710914,0.000054860313,0.000015999083,0.0003608614,0.99738294,0.000006937762,0.0012834229,0.000005218367],"about_ca_topic_score_codex":0.001096226,"about_ca_topic_score_gemma":0.0040402086,"teacher_disagreement_score":0.001096226,"about_ca_system_score_codex":0.0003150336,"about_ca_system_score_gemma":0.0001846558,"threshold_uncertainty_score":0.003041625},"labels":[],"label_agreement":null},{"id":"W2253529503","doi":"10.3390/f7020040","title":"Investigating Potential Toxicity of Leachate from Wood Chip Piles Generated by Roadside Biomass Operations","year":2016,"lang":"en","type":"article","venue":"Forests","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Environment; College of New Caledonia; Ministry of Forests","funders":"","keywords":"Pinus contorta; Leachate; Environmental science; Biomass (ecology); Pulp and paper industry; Environmental chemistry; Agronomy; Chemistry; Ecology; Biology; Engineering","score_opus":0.01187269411744895,"score_gpt":0.21919137687928372,"score_spread":0.20731868276183477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2253529503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991026,0.00003634338,0.00030965288,0.000004576831,0.000001297162,0.000023299302,0.00013117469,0.000004489433,0.00038656296],"genre_scores_gemma":[0.99700123,0.00025465895,0.00095361326,0.000018933048,0.0000028212269,0.000028609295,0.00034873723,0.0000033826645,0.0013879377],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998727,0.000021445458,0.000009992504,0.000024987874,0.000045566685,0.000025369662],"domain_scores_gemma":[0.9998585,0.000027080067,0.00003447482,0.0000070548585,0.000059388694,0.000013487033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017454417,0.00024619576,0.00014362985,0.0002928634,0.00028394858,0.0003505116,0.00017423804,0.00023863657,0.0006041664],"category_scores_gemma":[0.00018720317,0.00007059496,0.0002238334,0.0002420223,0.00013283316,0.00018175971,0.00021472594,0.00013110867,0.00012093968],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009562961,0.00023935725,0.0697912,0.00024282996,0.00005324178,0.00025575657,0.00026865193,0.003055824,0.9135848,0.000061001734,0.000091114925,0.011399809],"study_design_scores_gemma":[0.00002824876,0.0054579745,0.12747665,0.00003089136,0.00011759915,0.0002376155,0.0009497924,0.0035098747,0.860873,0.00012595173,0.0011706105,0.00002182285],"about_ca_topic_score_codex":0.0058254115,"about_ca_topic_score_gemma":0.013931826,"teacher_disagreement_score":0.0058254115,"about_ca_system_score_codex":0.0003842796,"about_ca_system_score_gemma":0.00036572196,"threshold_uncertainty_score":0.011582971},"labels":[],"label_agreement":null},{"id":"W2254703436","doi":"","title":"Calcium peroxide oxidation of soil impacted by various spills : an attempt to meet Alberta non-hazardous landfill cover criteria","year":2016,"lang":"en","type":"other","venue":"VIUSpace (Vancouver Island University Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Roads University","funders":"","keywords":"Hazardous waste; Environmental science; Cover (algebra); Waste management; Soil cover; Environmental engineering; Environmental chemistry; Soil water; Chemistry; Engineering; Soil science","score_opus":0.004902760947529411,"score_gpt":0.20258808338893122,"score_spread":0.1976853224414018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2254703436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99569654,0.00014599501,0.00070376607,0.000035823025,0.000003339326,0.000067417626,0.00018151222,0.000020149088,0.0031454817],"genre_scores_gemma":[0.9926071,0.0003231104,0.0026605716,0.000022622264,0.0000013160882,0.000015459325,0.0005285512,0.0000105721065,0.003830598],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996736,0.000024687932,0.000015782369,0.000031817992,0.00018193231,0.000072147086],"domain_scores_gemma":[0.9998246,0.000012987935,0.000024705461,0.000011851866,0.000104337756,0.000021658918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032229544,0.00027716154,0.00016775653,0.00067552086,0.0005844017,0.0004870981,0.00032807497,0.00015893417,0.0010910503],"category_scores_gemma":[0.00026336257,0.00010821103,0.00015658379,0.0007283193,0.00023361402,0.00016016419,0.0002669949,0.00019871817,0.00014629046],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000518651,0.00024538525,0.017356751,0.00017041748,0.000018276003,0.00018158674,0.00031194516,0.0014304428,0.9582723,0.00016155944,0.00024119347,0.02109155],"study_design_scores_gemma":[0.000028532253,0.0015455032,0.06864733,0.000012064207,0.00007261147,0.00016697301,0.00072501553,0.002462563,0.92190254,0.000072884744,0.0043483716,0.000015487174],"about_ca_topic_score_codex":0.20069058,"about_ca_topic_score_gemma":0.5200037,"teacher_disagreement_score":0.79930943,"about_ca_system_score_codex":0.0013731152,"about_ca_system_score_gemma":0.0022712573,"threshold_uncertainty_score":0.3990448},"labels":[],"label_agreement":null},{"id":"W2256474983","doi":"","title":"Performance of GCLs in brine ponds for coal-seam gas extraction sites: An investigation","year":2014,"lang":"en","type":"article","venue":"7th International Congress on Environmental Geotechnics : iceg2014","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Brine; Environmental science; Geomembrane; Geotechnical engineering; Drainage; Hydraulic conductivity; Environmental engineering; Geology; Soil science; Soil water; Ecology; Chemistry","score_opus":0.015242148866659557,"score_gpt":0.2608472409072956,"score_spread":0.24560509204063605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2256474983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987043,0.000086424705,0.00070104963,0.000028249457,0.000009765777,0.000019964104,0.00010287284,0.00006132276,0.000285913],"genre_scores_gemma":[0.99850744,0.00008610971,0.0007908962,0.000009413007,0.0000024014448,0.000013321176,0.00006391208,0.000009875912,0.0005167339],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99946374,0.0000661282,0.000029285056,0.00009407572,0.0002498479,0.000096863936],"domain_scores_gemma":[0.9992685,0.00015330056,0.000091673784,0.000074091375,0.00029120952,0.000121174424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006666239,0.0003923108,0.00049509614,0.00051888183,0.00060403056,0.0006808301,0.0006241811,0.000863185,0.0013482698],"category_scores_gemma":[0.0012609402,0.00018303888,0.0003718148,0.00041966612,0.00047459817,0.00057803857,0.00056616135,0.0004737509,0.00051665946],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090821495,0.0005227555,0.026305407,0.00036832178,0.000038289454,0.0004856787,0.00047084194,0.021127285,0.9231418,0.00018729923,0.0005218414,0.025922278],"study_design_scores_gemma":[0.00009188142,0.005699895,0.09097218,0.000052579613,0.00009165396,0.00032305944,0.0016822077,0.09502731,0.8024121,0.00018463845,0.0033735107,0.00008894063],"about_ca_topic_score_codex":0.0033245885,"about_ca_topic_score_gemma":0.006895725,"teacher_disagreement_score":0.0033245885,"about_ca_system_score_codex":0.00077178696,"about_ca_system_score_gemma":0.00043422863,"threshold_uncertainty_score":0.0066105127},"labels":[],"label_agreement":null},{"id":"W2260145643","doi":"10.1680/jenge.15.00001","title":"Preparation of Wyoming bentonite nanoparticles","year":2016,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bentonite; Materials science; Hydraulic conductivity; Particle size; Montmorillonite; Grinding; Nanoparticle; Particle (ecology); Ball mill; Chemical engineering; Oedometer test; Composite material; Geology; Nanotechnology","score_opus":0.007195369535084254,"score_gpt":0.23430947798815524,"score_spread":0.22711410845307098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2260145643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9749308,0.0015069782,0.014618215,0.00008260748,0.00005922825,0.00034141575,0.00082613673,0.00013567622,0.0074989186],"genre_scores_gemma":[0.96358216,0.00135703,0.023682289,0.00007649483,0.000012341826,0.00043576176,0.0014844029,0.000047163292,0.009322468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998903,0.000010027602,0.000012733045,0.000029934261,0.000034949237,0.000022022037],"domain_scores_gemma":[0.99993837,0.0000071126847,0.000010365539,0.0000073838014,0.000028354365,0.000008413649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015588096,0.00040317298,0.0002432558,0.00027125105,0.00022758759,0.00019287138,0.00019367963,0.00030191918,0.0007804344],"category_scores_gemma":[0.00010276623,0.00021374077,0.00023079703,0.00022207774,0.00011078102,0.00016472928,0.0001951102,0.00028407044,0.00040066816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022864495,0.000013561617,0.000085771666,0.00007797142,0.000004583758,0.000040656054,0.000022299128,0.0001733032,0.9977569,0.000087457774,0.000053726162,0.0016609244],"study_design_scores_gemma":[0.000009165078,0.00020411282,0.001729538,0.000010814087,0.000014073699,0.000082556384,0.0000374982,0.0011276519,0.99097157,0.0000325563,0.0057723415,0.000008091756],"about_ca_topic_score_codex":0.002131365,"about_ca_topic_score_gemma":0.011281333,"teacher_disagreement_score":0.002131365,"about_ca_system_score_codex":0.00023228803,"about_ca_system_score_gemma":0.00014179658,"threshold_uncertainty_score":0.0042378902},"labels":[],"label_agreement":null},{"id":"W2261179691","doi":"10.1680/gein.2011.18.5.289","title":"Numerical modelling of thermally induced desiccation of geosynthetic clay liners observed in laboratory experiments","year":2011,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetics; Geotechnical engineering; Desiccation; Cracking; Geosynthetic clay liner; Materials science; Isothermal process; Ultimate tensile strength; Water content; Composite material; Environmental science; Geology; Soil water; Thermodynamics; Soil science; Hydraulic conductivity; Ecology","score_opus":0.09080673798650445,"score_gpt":0.2618865936933612,"score_spread":0.17107985570685674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2261179691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936773,0.000025264362,0.004228861,0.00003269314,0.0000051673037,0.000024900892,0.00015082507,0.00006285676,0.0017921054],"genre_scores_gemma":[0.9983972,0.000019520976,0.0011050352,0.0000052850564,8.3155163e-7,0.000026198917,0.000064329804,0.000007280105,0.00037436906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999088,0.000017003915,0.0000065976474,0.000023793575,0.000021502223,0.000022324004],"domain_scores_gemma":[0.99965405,0.00017689074,0.00006041764,0.000032806078,0.00004925584,0.000026583493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026599964,0.00033579755,0.00042907166,0.00025609872,0.00036058234,0.0005419566,0.00068546226,0.000872331,0.0014873048],"category_scores_gemma":[0.0007288911,0.00021104419,0.00040925955,0.00023000178,0.0006239705,0.00040029155,0.00034126788,0.00040019004,0.00013327302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008832385,0.000065351895,0.0024022623,0.000027147024,0.000009502277,0.00008499508,0.00003714697,0.9861908,0.009825219,0.00030210862,0.000050972467,0.0009161418],"study_design_scores_gemma":[0.00001931247,0.000060769766,0.001199158,0.0000020900814,0.0000043498644,0.000008964772,0.00001761727,0.99595296,0.0025921634,0.00008421017,0.000052102016,0.0000062732383],"about_ca_topic_score_codex":0.011178768,"about_ca_topic_score_gemma":0.005460181,"teacher_disagreement_score":0.011178768,"about_ca_system_score_codex":0.00090414175,"about_ca_system_score_gemma":0.0005710454,"threshold_uncertainty_score":0.022227407},"labels":[],"label_agreement":null},{"id":"W2261880445","doi":"10.1139/cgj-2015-0295","title":"Laboratory test study on the effect of freeze–thaw cycles on strength and hydraulic conductivity of high water content stabilized dredged sediments","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Luleå Tekniska Universitet","keywords":"Hydraulic conductivity; Cycling; Compressive strength; Consolidation (business); Geotechnical engineering; Materials science; Composite material; Geology; Soil science; Soil water","score_opus":0.01502102961635893,"score_gpt":0.21758427962146945,"score_spread":0.20256325000511052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2261880445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986255,0.00006182932,0.000981933,0.000006632372,0.000004590829,0.000024334893,0.000080813166,0.0000102103695,0.00020419143],"genre_scores_gemma":[0.99775594,0.00009458758,0.0015022348,0.0000142186345,0.000003926638,0.000036673402,0.000119335586,0.000005241499,0.00046795278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997042,0.000043550306,0.000025753045,0.000060715545,0.00012332093,0.00004244485],"domain_scores_gemma":[0.99939215,0.00015813997,0.0001374451,0.00006156559,0.00018533682,0.00006524599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047656245,0.0004444134,0.0003231258,0.00021940209,0.00042472893,0.00022818294,0.0003425035,0.00035949872,0.0010264805],"category_scores_gemma":[0.00056070596,0.00018428259,0.0005052451,0.00022991166,0.00038776157,0.00025096128,0.00025592613,0.00043852083,0.00012356201],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033592817,0.00019481835,0.0029421954,0.000052041436,0.000019898418,0.00009079849,0.00015281116,0.00064895494,0.993768,0.000026486412,0.000020792753,0.0017472708],"study_design_scores_gemma":[0.0000227343,0.0069871685,0.016474966,0.0000083928935,0.00005371915,0.000098120014,0.00015428467,0.00086574507,0.97495085,0.000031246793,0.00033667297,0.00001609191],"about_ca_topic_score_codex":0.0017409157,"about_ca_topic_score_gemma":0.0037794563,"teacher_disagreement_score":0.0017409157,"about_ca_system_score_codex":0.00033591522,"about_ca_system_score_gemma":0.00028893625,"threshold_uncertainty_score":0.0034615993},"labels":[],"label_agreement":null},{"id":"W2263321901","doi":"","title":"Effects of Coarse Woody Debris Extract on Nitrogen Transformation Rates of Reclaimed Oil Sands Soils in Alberta, Canada","year":2014,"lang":"ko","type":"article","venue":"한국토양비료학회 학술발표회 초록집","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Debris; Soil water; Oil sands; Environmental science; Geology; Forestry; Hydrology (agriculture); Archaeology; Geography; Soil science; Geotechnical engineering","score_opus":0.005527512420598383,"score_gpt":0.20984879785783847,"score_spread":0.2043212854372401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2263321901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801505,0.00021609917,0.00006744314,0.0000418734,0.0000071744425,0.000012162137,0.00036264773,0.0000073610577,0.0012702731],"genre_scores_gemma":[0.9936085,0.00041563594,0.0003704607,0.000052667674,0.0000028495858,0.000008703274,0.000692356,0.000009700745,0.004839111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940157,0.000048569724,0.000033556815,0.00009636223,0.0002237267,0.00019619275],"domain_scores_gemma":[0.999052,0.000144029,0.00009930427,0.000024496363,0.00047958965,0.0002006055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040302714,0.0004332466,0.0004033435,0.00074095244,0.0017329133,0.0013088294,0.0007310957,0.00039800454,0.0015490737],"category_scores_gemma":[0.000503125,0.00023772956,0.00029729077,0.0008168669,0.0006096857,0.0002866862,0.00033560264,0.00046487903,0.00022452851],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.026625007,0.0015555074,0.23159331,0.00061700365,0.00039493697,0.00096254697,0.0021253654,0.0066152145,0.6792588,0.0006173274,0.0018313533,0.047803648],"study_design_scores_gemma":[0.00014767046,0.002740731,0.7547646,0.00006005582,0.00021378639,0.00015667432,0.0045169713,0.004337101,0.22468336,0.0002053295,0.008086888,0.000086808584],"about_ca_topic_score_codex":0.9454749,"about_ca_topic_score_gemma":0.9781913,"teacher_disagreement_score":0.054525077,"about_ca_system_score_codex":0.015957743,"about_ca_system_score_gemma":0.01021249,"threshold_uncertainty_score":0.11578208},"labels":[],"label_agreement":null},{"id":"W2265670358","doi":"","title":"ISO and SANS 14064 and 14065 : standards to pin down landfill gas : landfill","year":2008,"lang":"en","type":"article","venue":"The first resource","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Greenhouse gas; Landfill gas; Methane; Municipal solid waste; Waste management; Environmental science; Environmental engineering; Engineering; Geology","score_opus":0.007813616038563368,"score_gpt":0.2068625271939706,"score_spread":0.19904891115540724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2265670358","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.041892223,0.020301843,0.06532651,0.25382683,0.031759687,0.003104893,0.0077064005,0.0060375184,0.57004404],"genre_scores_gemma":[0.17315814,0.01608205,0.13724023,0.18724053,0.0044247503,0.0016463711,0.012344776,0.0021885247,0.4656747],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.96740156,0.0033229904,0.0036027902,0.0007168759,0.023231355,0.0017243156],"domain_scores_gemma":[0.96646124,0.0058111316,0.0015758547,0.0018681054,0.023242824,0.0010408849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.022500737,0.0020580275,0.00087695505,0.003407114,0.004760515,0.0064924876,0.004291789,0.023282792,0.004060932],"category_scores_gemma":[0.026846064,0.001336576,0.0017372187,0.0036409982,0.005309827,0.0039241654,0.0019917977,0.010754793,0.0045377794],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023161719,0.0006262867,0.0042509693,0.00047489014,0.000045878773,0.0008844559,0.0028791558,0.0024627193,0.014007451,0.063266784,0.8302284,0.080641374],"study_design_scores_gemma":[0.000052296,0.00019408116,0.010696874,0.00054290553,0.000055478275,0.00031257627,0.0015854945,0.0010873566,0.008509882,0.011009969,0.9657092,0.0002439071],"about_ca_topic_score_codex":0.2731802,"about_ca_topic_score_gemma":0.33384576,"teacher_disagreement_score":0.2731802,"about_ca_system_score_codex":0.008064432,"about_ca_system_score_gemma":0.043888107,"threshold_uncertainty_score":0.5431802},"labels":[],"label_agreement":null},{"id":"W2275574666","doi":"10.1016/j.wasman.2015.11.049","title":"Simulating the heat budget for waste as it is placed within a landfill operating in a northern climate","year":2015,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Environmental science; Waste management; Heat transfer; Municipal solid waste; Waste heat; Waste heat recovery unit; Landfill gas; Environmental engineering; Decay heat; Radioactive waste; Nuclear engineering; Engineering; Heat exchanger; Mechanical engineering","score_opus":0.02177413450791655,"score_gpt":0.2602761040510178,"score_spread":0.23850196954310127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2275574666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99547476,0.000017781209,0.00077872834,0.00010463581,0.000016502698,0.000023374698,0.00034195036,0.00003677882,0.0032055022],"genre_scores_gemma":[0.9978472,0.000021506774,0.00070740975,0.000020538213,0.0000054407515,0.000019290794,0.00025135154,0.000017527254,0.0011096736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997832,0.0000484042,0.000010968698,0.00004158267,0.0000241527,0.000091622744],"domain_scores_gemma":[0.9992893,0.00039332555,0.00005111507,0.000049998464,0.000072147006,0.0001440525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005387956,0.00065213966,0.00085185777,0.00043200672,0.001078284,0.0011226705,0.0011098186,0.0018779321,0.0035434044],"category_scores_gemma":[0.001229441,0.0005798648,0.0014004136,0.0008640774,0.0010481263,0.0010219656,0.0006441241,0.0014386489,0.00021421247],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033699945,0.00024326368,0.008655873,0.000024880117,0.000034245615,0.00013997717,0.00007760262,0.98694044,0.0017929102,0.00051459624,0.00022525349,0.0010139913],"study_design_scores_gemma":[0.00009880447,0.00021456498,0.007181169,0.0000049673076,0.000029630517,0.000019911397,0.00041171318,0.9900804,0.0013640323,0.00033778223,0.00023435857,0.000022578326],"about_ca_topic_score_codex":0.11326085,"about_ca_topic_score_gemma":0.08455297,"teacher_disagreement_score":0.11326085,"about_ca_system_score_codex":0.002014601,"about_ca_system_score_gemma":0.0018976849,"threshold_uncertainty_score":0.22520322},"labels":[],"label_agreement":null},{"id":"W2281714643","doi":"10.14288/1.0042619","title":"Carbon sink potential of biosolid reclaimed mine tailings","year":2012,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings; Sink (geography); Environmental science; Land reclamation; Carbon sink; Waste management; Mining engineering; Biosolids; Environmental engineering; Geology; Engineering; Climate change; Metallurgy; Ecology","score_opus":0.006116969982303256,"score_gpt":0.16254669917723177,"score_spread":0.1564297291949285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281714643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945694,0.000069817186,0.00004316397,0.0000050238755,5.960003e-7,0.000003847937,0.00009461962,0.000004455859,0.00032151362],"genre_scores_gemma":[0.9985019,0.00012480354,0.00018873514,0.0000063437733,6.2393707e-7,0.0000051622687,0.00021630812,0.0000042252677,0.00095190876],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99985576,0.000012818586,0.0000063261855,0.00002982034,0.000056503475,0.000038825972],"domain_scores_gemma":[0.99961096,0.000050532934,0.00008811335,0.000014132017,0.00019486297,0.000041463918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021636924,0.00025071664,0.0002954077,0.0005750558,0.0004158948,0.0006214603,0.0002574599,0.00022974118,0.00075883884],"category_scores_gemma":[0.0002375501,0.00012281397,0.00013547647,0.00042069028,0.00026684933,0.00025650972,0.00017201315,0.00018191054,0.00013932485],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001515911,0.00019915131,0.2743664,0.00020162493,0.00006773488,0.00056540157,0.00038482904,0.0029481212,0.6915752,0.0000862365,0.00019496385,0.027894262],"study_design_scores_gemma":[0.00000941371,0.0005917871,0.93036187,0.000015196706,0.00003524425,0.00012683688,0.00059370627,0.0018280988,0.06487461,0.000051981428,0.001497093,0.000014088351],"about_ca_topic_score_codex":0.104397155,"about_ca_topic_score_gemma":0.28615254,"teacher_disagreement_score":0.104397155,"about_ca_system_score_codex":0.0017017274,"about_ca_system_score_gemma":0.0013432826,"threshold_uncertainty_score":0.20757896},"labels":[],"label_agreement":null},{"id":"W2285973832","doi":"10.1680/gein.15.00006","title":"Effect of high temperatures on the physical and mechanical properties of HDPE geomembranes in air","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"High-density polyethylene; Materials science; Differential scanning calorimetry; Polymer; Composite material; Annealing (glass); Polyethylene; Lamella (surface anatomy); Polymer degradation; Geomembrane","score_opus":0.011817666907867399,"score_gpt":0.23021521912715012,"score_spread":0.21839755221928273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2285973832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992348,0.00032107573,0.00016920536,0.000009055998,0.0000057786797,0.0000064604865,0.000058209844,0.0000035704777,0.00019179696],"genre_scores_gemma":[0.9987998,0.00018687459,0.00049681804,0.000012149826,0.000003561073,0.000008971844,0.00010495368,0.0000049753394,0.0003818423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996661,0.00009831178,0.000034476765,0.000053332085,0.00008352219,0.00006432949],"domain_scores_gemma":[0.99943095,0.00021561983,0.00016354772,0.000035124896,0.000101195066,0.00005348894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049695856,0.00034107728,0.00025508643,0.00015183297,0.0002365076,0.00031457737,0.00013810572,0.00027220495,0.0013538238],"category_scores_gemma":[0.00059856835,0.00018979069,0.00029060658,0.00023373165,0.00026274938,0.0003354456,0.00021291962,0.00040551656,0.00020831524],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047908875,0.000039233248,0.0013529122,0.000070614464,0.000019761443,0.000058934515,0.00009592527,0.00017699155,0.9967463,0.00001770916,0.000014117627,0.00092851766],"study_design_scores_gemma":[0.0000053819444,0.00077363325,0.011367721,0.0000086415375,0.000021752065,0.000049402366,0.00009901022,0.00020449469,0.9870629,0.000008575025,0.00039242877,0.000006000942],"about_ca_topic_score_codex":0.0008695807,"about_ca_topic_score_gemma":0.0013904382,"teacher_disagreement_score":0.0013538238,"about_ca_system_score_codex":0.00020848335,"about_ca_system_score_gemma":0.00016072932,"threshold_uncertainty_score":0.0045289993},"labels":[],"label_agreement":null},{"id":"W2286423074","doi":"10.1680/envgeo.13.00095","title":"Characterisation of bentonite polymer for bottom liner use","year":2014,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Institut National des Sciences Appliquées de Lyon","keywords":"Bentonite; Polymer; Swelling; Swell; Permeability (electromagnetism); Adsorption; Materials science; Hydraulic conductivity; Leachate; Polyelectrolyte; Chemical engineering; Geotechnical engineering; Composite material; Environmental science; Geology; Chemistry; Soil water; Soil science; Membrane; Organic chemistry; Environmental chemistry","score_opus":0.009591787937685397,"score_gpt":0.20488383712400893,"score_spread":0.19529204918632354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2286423074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935221,0.00063653925,0.003963514,0.000018724011,0.0000067495725,0.000048756523,0.00064762443,0.00005304102,0.0011030493],"genre_scores_gemma":[0.98977894,0.0006436343,0.005289291,0.0000314893,0.0000045192523,0.000052563995,0.000776891,0.000047677244,0.0033750858],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983263,0.00001333897,0.000010439845,0.000036317564,0.000084420746,0.000022824435],"domain_scores_gemma":[0.99982184,0.00003255478,0.00004330547,0.000013098132,0.00006563816,0.000023602486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013864868,0.00037803611,0.00023177326,0.0005254183,0.0001944164,0.0003074589,0.00015660365,0.00033334518,0.0011957239],"category_scores_gemma":[0.0002654013,0.00012183511,0.00028394398,0.0004152754,0.000119852935,0.0002800275,0.0001279368,0.00025962666,0.00040457194],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026711909,0.00000654744,0.00052699744,0.00004130362,0.0000031142883,0.000029060087,0.000015211702,0.000089876274,0.9973459,0.000005578946,0.0000051670086,0.0019044173],"study_design_scores_gemma":[0.0000032007608,0.00030524956,0.02221809,0.000010861647,0.000021763968,0.00012533332,0.000073413124,0.00065835885,0.9745103,0.000014402868,0.0020511271,0.000007937924],"about_ca_topic_score_codex":0.001435019,"about_ca_topic_score_gemma":0.0028607913,"teacher_disagreement_score":0.001435019,"about_ca_system_score_codex":0.00013178939,"about_ca_system_score_gemma":0.000143164,"threshold_uncertainty_score":0.0040001273},"labels":[],"label_agreement":null},{"id":"W2288223971","doi":"10.1680/jgein.15.00034","title":"Water vapour adsorption and desorption in GCLs","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Geosynthetic clay liner; Bentonite; Geosynthetics; Geotextile; Materials science; Geotechnical engineering; Adsorption; Desorption; Composite material; Chemistry; Environmental science; Geology; Hydraulic conductivity; Soil water; Soil science","score_opus":0.020397590135152723,"score_gpt":0.23979790169445572,"score_spread":0.219400311559303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2288223971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99550134,0.00048072837,0.0027000308,0.000023526707,0.000009060559,0.00002011216,0.0002689189,0.00007829233,0.0009180809],"genre_scores_gemma":[0.9939486,0.0003878605,0.0035386859,0.000028740764,0.0000046702744,0.00003227287,0.00033904886,0.000030295592,0.0016898628],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997825,0.000020835254,0.000009500815,0.000057586934,0.00009901853,0.000030480067],"domain_scores_gemma":[0.999801,0.00007321566,0.000035235684,0.00001359762,0.00005859281,0.000018258568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017869165,0.00034031254,0.00022324879,0.00027531403,0.00021445441,0.00023638042,0.00023734047,0.00023353142,0.0009038959],"category_scores_gemma":[0.00032449156,0.00014826877,0.00019811468,0.00026559443,0.00022220715,0.00029375262,0.0002050634,0.00032151747,0.00023859653],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026257252,0.0000035751686,0.00026176256,0.000020811009,0.0000021610049,0.000012833805,0.0000319383,0.00005055776,0.9986229,0.000008716228,0.000007379294,0.00095107214],"study_design_scores_gemma":[0.0000018354664,0.000076206314,0.003114557,0.0000018637878,0.0000033303616,0.000034461125,0.000049482438,0.0007201438,0.9955563,0.000010852799,0.00042634504,0.000004631318],"about_ca_topic_score_codex":0.0029336782,"about_ca_topic_score_gemma":0.0048822816,"teacher_disagreement_score":0.0029336782,"about_ca_system_score_codex":0.00027073536,"about_ca_system_score_gemma":0.00012566613,"threshold_uncertainty_score":0.0058332086},"labels":[],"label_agreement":null},{"id":"W2297144453","doi":"10.14288/1.0063208","title":"Perfluorinated compounds in landfill leachate and their effect on the performance of sodium bentonite landfill liners","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Bentonite; Waste management; Environmental science; Environmental engineering; Geology; Geotechnical engineering; Engineering","score_opus":0.008856555172460433,"score_gpt":0.1542936669187243,"score_spread":0.14543711174626386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2297144453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842775,0.0004361917,0.00024646407,0.000021794678,0.000004319235,0.000015206926,0.0003839287,0.000017457836,0.00044704234],"genre_scores_gemma":[0.9947968,0.0006399705,0.0008224372,0.00003336291,0.0000025255742,0.000017354234,0.0006682342,0.000017338056,0.003002107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992982,0.000058992497,0.00005037611,0.00011257096,0.00027709085,0.00020273423],"domain_scores_gemma":[0.99929297,0.00007415887,0.00014468387,0.000025186951,0.00038038436,0.00008259169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042899104,0.0006616426,0.00046808974,0.0004060597,0.0005866723,0.00076094904,0.00037582353,0.0003937071,0.00073849753],"category_scores_gemma":[0.00061161246,0.00019017655,0.0004623701,0.00068666536,0.00033085473,0.0003720545,0.0003039258,0.0003313402,0.0003145285],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014504355,0.00018673063,0.024085997,0.0002207983,0.00008054141,0.00016329317,0.00042360037,0.0015257999,0.95946705,0.0000358715,0.00014716013,0.01221274],"study_design_scores_gemma":[0.000016916232,0.002511353,0.1065793,0.00003846962,0.000085318716,0.00014687571,0.0010531206,0.0016850075,0.8854527,0.000032988326,0.0023548414,0.000043227647],"about_ca_topic_score_codex":0.20702644,"about_ca_topic_score_gemma":0.24743013,"teacher_disagreement_score":0.20702644,"about_ca_system_score_codex":0.0018218306,"about_ca_system_score_gemma":0.0013825129,"threshold_uncertainty_score":0.4116428},"labels":[],"label_agreement":null},{"id":"W2298519002","doi":"10.1680/jgein.15.00050","title":"Effect of geomembrane colour and cover soil on solar-driven down-slope bentonite erosion from a GCL","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geomembrane; Bentonite; Erosion; Environmental science; Distilled water; Geosynthetics; Geotechnical engineering; Geology; Soil water; Soil science; Chemistry; Geomorphology","score_opus":0.004893606571773502,"score_gpt":0.22056314243896802,"score_spread":0.2156695358671945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298519002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99973613,0.00003185964,0.000045380846,0.0000040876353,0.0000021870728,0.000008005804,0.00004151977,0.0000034292832,0.00012734294],"genre_scores_gemma":[0.9985648,0.000058125177,0.00031396892,0.000028801805,0.000002308639,0.000011041297,0.00010075334,0.0000055046003,0.0009148382],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998512,0.000026857451,0.000008148255,0.000045379147,0.00004021881,0.000028294575],"domain_scores_gemma":[0.9996654,0.00009020101,0.00008735639,0.000021469164,0.00005221654,0.00008342214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017084475,0.00025551484,0.00027257268,0.00013779542,0.00020326681,0.00044232368,0.00025625725,0.00035046882,0.0013071358],"category_scores_gemma":[0.00033355245,0.0001549435,0.0002015938,0.000121527635,0.00019308866,0.00018164917,0.00025979182,0.0004097467,0.00013352514],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019541518,0.00029524163,0.0055318885,0.000048369315,0.000021169533,0.000094920426,0.00011229719,0.00014325777,0.9891829,0.000008361194,0.000025976566,0.002581422],"study_design_scores_gemma":[0.00007726855,0.015423396,0.3394429,0.000013446854,0.00007026142,0.00015777642,0.00043666977,0.0012686945,0.64198124,0.000019331917,0.0010841421,0.00002482026],"about_ca_topic_score_codex":0.005370023,"about_ca_topic_score_gemma":0.012223276,"teacher_disagreement_score":0.005370023,"about_ca_system_score_codex":0.00035793486,"about_ca_system_score_gemma":0.00019594298,"threshold_uncertainty_score":0.010677516},"labels":[],"label_agreement":null},{"id":"W2299235280","doi":"10.1680/jwarm.15.00012","title":"Compression of tire aggregates in leachate collection systems","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Waste and Resource Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta; Workers Compensation Board of Alberta","funders":"","keywords":"Leachate; Hydraulic conductivity; Compaction; Compression (physics); Geotechnical engineering; Overburden; Drainage; Environmental science; Compressibility; Materials science; Composite material; Geology; Waste management; Soil science; Engineering","score_opus":0.004843256285561775,"score_gpt":0.17209779990077195,"score_spread":0.16725454361521017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2299235280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987532,0.00025207855,0.0004959051,0.000018276696,0.000003998274,0.000023012299,0.00006016336,0.000014289043,0.00037914334],"genre_scores_gemma":[0.99878436,0.00021495225,0.00051839964,0.000011792848,0.0000048243564,0.000016132186,0.00010445737,0.000006218942,0.000338866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99922025,0.000106351006,0.000054972385,0.000074248936,0.0004158782,0.0001283183],"domain_scores_gemma":[0.9994272,0.00015080637,0.00013244273,0.000031169726,0.0001902356,0.00006804291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005204037,0.00037853845,0.0003137935,0.0004529583,0.00051801704,0.00072337495,0.00033254182,0.00021907495,0.0008196739],"category_scores_gemma":[0.0009748687,0.00019369368,0.00016789477,0.0006169269,0.00059440004,0.0006179093,0.0006514421,0.0003331663,0.00015269872],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006041078,0.000040607636,0.007990976,0.00013623566,0.00001670781,0.00012476841,0.00025646074,0.001378858,0.98159456,0.00005330691,0.000046325025,0.0077569834],"study_design_scores_gemma":[0.000018946175,0.0010303261,0.042175297,0.000021229318,0.000038975555,0.00012917763,0.0006211454,0.002237602,0.95180976,0.000042922533,0.0018539696,0.00002052904],"about_ca_topic_score_codex":0.015156743,"about_ca_topic_score_gemma":0.031292967,"teacher_disagreement_score":0.015156743,"about_ca_system_score_codex":0.0009935948,"about_ca_system_score_gemma":0.0006545806,"threshold_uncertainty_score":0.030137062},"labels":[],"label_agreement":null},{"id":"W2307336212","doi":"10.2166/wqrj.2004.031","title":"Effect of Aeration on Fresh and Aged Municipal Solid Waste in a Simulated Landfill Bioreactor","year":2004,"lang":"en","type":"article","venue":"Water Quality Research Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Bioreactor landfill; Municipal solid waste; Bioreactor; Aeration; Waste management; Environmental science; Biodegradation; Environmental engineering; Pulp and paper industry; Chemistry; Engineering","score_opus":0.059813522741356255,"score_gpt":0.40309549170389114,"score_spread":0.3432819689625349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2307336212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993375,0.000111296424,0.00029903805,0.000013103053,0.0000094251645,0.000010268827,0.000070297276,0.000016803006,0.00013234196],"genre_scores_gemma":[0.99857986,0.000114381204,0.00080252055,0.000016122176,0.00000500483,0.000010602464,0.00013189613,0.0000073736082,0.00033226583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996234,0.00009651755,0.00005963481,0.0000689597,0.00009124991,0.00006020671],"domain_scores_gemma":[0.99957293,0.00014786173,0.00010258731,0.00003472634,0.00007173026,0.000070143586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003307447,0.00045875346,0.0004361248,0.00016730955,0.00022392155,0.000582345,0.00024787415,0.0002462662,0.0004405838],"category_scores_gemma":[0.0005033682,0.00013314067,0.00036821488,0.0001778338,0.00021700455,0.00026545292,0.00027398538,0.00031260302,0.00010473237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008636548,0.0001267684,0.0015898637,0.00006380288,0.000019221661,0.000060695562,0.00007829841,0.0006140956,0.9946221,0.000020965186,0.000020864281,0.0019196959],"study_design_scores_gemma":[0.000020089896,0.0018535147,0.005944339,0.0000070726983,0.000032571385,0.00004797808,0.00007992798,0.0014448023,0.990158,0.000016250453,0.00038554874,0.000009854885],"about_ca_topic_score_codex":0.0033482367,"about_ca_topic_score_gemma":0.002608647,"teacher_disagreement_score":0.0033482367,"about_ca_system_score_codex":0.0005163028,"about_ca_system_score_gemma":0.00036926792,"threshold_uncertainty_score":0.006657481},"labels":[],"label_agreement":null},{"id":"W2308060147","doi":"","title":"From fluid to solid: Oil sands fluid fine tailings","year":2014,"lang":"en","type":"article","venue":"7th International Congress on Environmental Geotechnics : iceg2014","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Consolidation (business); Oil sands; Geotechnical engineering; Drainage; Settling; Soil water; Environmental science; Silt; Geology; Environmental engineering; Asphalt; Soil science; Metallurgy; Materials science","score_opus":0.007918191344144074,"score_gpt":0.2394723275404311,"score_spread":0.23155413619628704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2308060147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971154,0.00018156417,0.00071041205,0.000018379493,0.00000568245,0.00003133764,0.00020698078,0.00007433961,0.0016559417],"genre_scores_gemma":[0.99486816,0.0001654175,0.0012185269,0.000017278027,0.0000025023546,0.0000062710687,0.00019369388,0.000009170098,0.003518944],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998186,0.0000030054466,0.000005868082,0.000021051279,0.00012296745,0.000028544486],"domain_scores_gemma":[0.9999045,0.0000069645344,0.00002235482,0.000004255621,0.000041980496,0.00001986554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011452618,0.00020297282,0.00017844103,0.00070236146,0.0006503577,0.0005918536,0.0002466565,0.00013540956,0.0013770742],"category_scores_gemma":[0.00013410917,0.00009254513,0.0001358735,0.00060755515,0.0005663605,0.000277054,0.00028818383,0.00026784622,0.00016883167],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034968054,0.00010410433,0.066676274,0.00013282907,0.000015523789,0.00074597273,0.00067837205,0.0024517141,0.8725154,0.00042916078,0.00041023904,0.05549076],"study_design_scores_gemma":[0.000017230419,0.0006672134,0.41297078,0.000029175619,0.000026953228,0.00038811966,0.0013641405,0.0039148224,0.569799,0.00025422082,0.010524446,0.00004381087],"about_ca_topic_score_codex":0.19094802,"about_ca_topic_score_gemma":0.38192534,"teacher_disagreement_score":0.809052,"about_ca_system_score_codex":0.0013977834,"about_ca_system_score_gemma":0.00087961834,"threshold_uncertainty_score":0.37967312},"labels":[],"label_agreement":null},{"id":"W2311424824","doi":"10.14288/1.0063759","title":"The Vancouver landfill : final closure strategy","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Closure (psychology); Environmental science; Political science; Law","score_opus":0.007898803409909935,"score_gpt":0.16866628908150036,"score_spread":0.16076748567159044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2311424824","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27785885,0.005436282,0.022245513,0.0042904294,0.00023290461,0.0036211552,0.00218593,0.0010837311,0.68304527],"genre_scores_gemma":[0.5838334,0.0045021162,0.026375486,0.00079227844,0.000053934145,0.00068386033,0.003661586,0.00020453775,0.37989286],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975884,0.00026347293,0.00009588425,0.00020384324,0.0014204065,0.00042809788],"domain_scores_gemma":[0.9982516,0.00011232594,0.00010600298,0.00009456754,0.001172585,0.0002628545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017529324,0.0005247982,0.00028121084,0.0026110702,0.004081982,0.005888051,0.001532517,0.0013380534,0.017906709],"category_scores_gemma":[0.0022541862,0.00036276708,0.00030044987,0.002462036,0.00092369225,0.0012893529,0.0021952863,0.00067621976,0.004133628],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040097136,0.0003984099,0.01863073,0.0013842572,0.000026556618,0.0031544422,0.00689547,0.006388123,0.015265251,0.03789694,0.08568316,0.8238757],"study_design_scores_gemma":[0.000029670671,0.0004302842,0.021031614,0.0006251822,0.000021347782,0.00073547167,0.013164399,0.0020542927,0.009325746,0.002720275,0.94979227,0.00006941899],"about_ca_topic_score_codex":0.27005294,"about_ca_topic_score_gemma":0.52785486,"teacher_disagreement_score":0.7299471,"about_ca_system_score_codex":0.012178761,"about_ca_system_score_gemma":0.018311653,"threshold_uncertainty_score":0.53696215},"labels":[],"label_agreement":null},{"id":"W2312769005","doi":"10.1061/41114(371)66","title":"From Problem Statement to Pilot Scale: A Hybrid Passive Treatment System for Landfill Leachate in North Bay, Ontario, Canada","year":2010,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Environmental science; Waste management; Municipal solid waste; Environmental engineering; Bay; Civil engineering; Engineering","score_opus":0.009041200119825073,"score_gpt":0.2021659747492651,"score_spread":0.19312477462944003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312769005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96700114,0.00055312406,0.015601515,0.0016889904,0.000069021764,0.004683462,0.0013062994,0.000200485,0.008895938],"genre_scores_gemma":[0.96134806,0.0008116639,0.020271733,0.0004004507,0.000021736481,0.0010318657,0.0008962726,0.000024807157,0.015193467],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99912876,0.000077737146,0.00003386905,0.00015252466,0.00045040288,0.00015665864],"domain_scores_gemma":[0.99937624,0.00009799529,0.00004254836,0.000042385065,0.00037731815,0.000063529595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081296754,0.00055078615,0.00046677733,0.00018999058,0.0020501602,0.0011901679,0.0011223963,0.0012760716,0.0019970643],"category_scores_gemma":[0.00096716377,0.00025583076,0.00033727498,0.00042813172,0.0011510908,0.00068387244,0.00047781423,0.0005566796,0.00037983037],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0039891186,0.003132427,0.054405984,0.004785267,0.00013083073,0.0050016604,0.0048120986,0.08062723,0.6434506,0.0029453652,0.015564179,0.18115512],"study_design_scores_gemma":[0.0018791556,0.017518621,0.11408252,0.00029005454,0.00039720236,0.001290397,0.023039453,0.09158862,0.6416504,0.002595579,0.1052728,0.00039526384],"about_ca_topic_score_codex":0.7619557,"about_ca_topic_score_gemma":0.8365128,"teacher_disagreement_score":0.23804432,"about_ca_system_score_codex":0.011984975,"about_ca_system_score_gemma":0.016905092,"threshold_uncertainty_score":0.4788924},"labels":[],"label_agreement":null},{"id":"W2316689853","doi":"10.1061/9780784412121.432","title":"The City of Calgary Biocell Landfill: Data Collection and Settlement Predictions Using a Multiphase Model","year":2012,"lang":"en","type":"article","venue":"GeoCongress 2012","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Tetra Tech (Canada); University of Calgary","funders":"","keywords":"Settlement (finance); Landfill gas; Environmental science; Municipal solid waste; Bioreactor landfill; Multiphase flow; Waste management; Environmental engineering; Geotechnical engineering; Engineering; Computer science; Mechanics","score_opus":0.058199720771863035,"score_gpt":0.2913983574880124,"score_spread":0.23319863671614938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316689853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99215525,0.00004215328,0.0028300362,0.00019696915,0.0000064362775,0.000118292846,0.0020452957,0.00011583173,0.0024898131],"genre_scores_gemma":[0.9924831,0.00008217888,0.004425319,0.000023118771,0.0000028310358,0.00009674029,0.0019761957,0.000014204701,0.0008961766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996494,0.00006730299,0.00002560924,0.00007719579,0.00008840411,0.00009200035],"domain_scores_gemma":[0.99902916,0.0003379154,0.00011461943,0.000076734126,0.00037032313,0.00007119408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007899578,0.0007551012,0.00064516516,0.0007681154,0.0008529632,0.0014533008,0.0013291998,0.0011284525,0.0014920358],"category_scores_gemma":[0.0015235731,0.000545187,0.0005547154,0.0019088937,0.0005465879,0.000715317,0.0007023307,0.0007549767,0.00023387435],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014323028,0.00013051691,0.038673386,0.000033059125,0.00002778338,0.00015413287,0.00010774636,0.9532155,0.0006654188,0.00052417116,0.0005894702,0.0057356153],"study_design_scores_gemma":[0.00003884167,0.000045017096,0.014502859,0.00000786982,0.000012445483,0.000006866483,0.00023965503,0.9839018,0.0007418735,0.00012462129,0.00036224516,0.000015970489],"about_ca_topic_score_codex":0.70542556,"about_ca_topic_score_gemma":0.6140454,"teacher_disagreement_score":0.29457444,"about_ca_system_score_codex":0.009510072,"about_ca_system_score_gemma":0.0049040765,"threshold_uncertainty_score":0.59261847},"labels":[],"label_agreement":null},{"id":"W2316957899","doi":"10.1139/cgj-2015-0123","title":"Gas flow unified measurement system for sequential measurement of gas diffusion and gas permeability of partially hydrated geosynthetic clay liners","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Gravimetric analysis; Permeability (electromagnetism); Geosynthetic clay liner; Gaseous diffusion; Saturation (graph theory); Degree of saturation; Overburden pressure; Geotechnical engineering; Soil science; Chemistry; Geology; Soil water; Hydraulic conductivity; Membrane","score_opus":0.026569507321650115,"score_gpt":0.21638678319054597,"score_spread":0.18981727586889585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316957899","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43290904,0.0010292623,0.5387159,0.0002077189,0.00017519415,0.0009894709,0.0053589037,0.018023375,0.002591173],"genre_scores_gemma":[0.7064049,0.00061941677,0.28358987,0.0002905477,0.00008413016,0.002166251,0.0026630254,0.00059957884,0.003582288],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986695,0.0002438639,0.000085552456,0.00032315284,0.0005916178,0.00008630128],"domain_scores_gemma":[0.99894613,0.00031907455,0.00017113183,0.00014770617,0.00034831974,0.000067655325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013145518,0.0009761736,0.00097284326,0.0020034648,0.0006230625,0.00047303995,0.0010500891,0.0010268659,0.003044248],"category_scores_gemma":[0.0015962056,0.0004907851,0.00034764694,0.001110515,0.00066376757,0.00097160623,0.00078186096,0.00089877256,0.0006211613],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044195226,0.0001013734,0.004924307,0.00026117044,0.000022050288,0.00009521206,0.00018579816,0.000747999,0.9547668,0.00060051936,0.0013249638,0.03652775],"study_design_scores_gemma":[0.000103298065,0.0008918707,0.027836392,0.000057103975,0.00007296839,0.0005661652,0.00015079354,0.04375722,0.9117928,0.0004567327,0.014170608,0.00014406725],"about_ca_topic_score_codex":0.002607387,"about_ca_topic_score_gemma":0.004415606,"teacher_disagreement_score":0.003044248,"about_ca_system_score_codex":0.00065137126,"about_ca_system_score_gemma":0.0010044383,"threshold_uncertainty_score":0.01018405},"labels":[],"label_agreement":null},{"id":"W2317445692","doi":"10.1061/41146(395)10","title":"A Simple Index Value for Waste Mechanical Behaviour","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Municipal solid waste; Index (typography); Closure (psychology); Environmental science; Waste management; Civil engineering; Engineering; Computer science; Law","score_opus":0.02942335073638161,"score_gpt":0.2458157745610898,"score_spread":0.2163924238247082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317445692","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3123189,0.0039796685,0.53843665,0.0008861851,0.0019949474,0.0018856557,0.010703396,0.004072686,0.12572198],"genre_scores_gemma":[0.8271375,0.000646476,0.15475206,0.00018495017,0.0001871089,0.00086507836,0.004488141,0.00017628673,0.011562402],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9967608,0.0006016942,0.0003522064,0.00028054512,0.0018379265,0.0001668819],"domain_scores_gemma":[0.99287194,0.0033379435,0.00084023515,0.0005974222,0.0021107863,0.00024171152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029502779,0.0010259316,0.0009555858,0.00661107,0.0005782088,0.0018797679,0.001284611,0.0014564097,0.006860122],"category_scores_gemma":[0.013658558,0.00019975008,0.0007106331,0.004679881,0.000891638,0.0026137922,0.0012089004,0.0007130145,0.003932184],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014940661,0.000875313,0.13017823,0.001941491,0.00039785073,0.0005927371,0.0008503759,0.024247956,0.09284031,0.043565165,0.02823222,0.67478436],"study_design_scores_gemma":[0.000172981,0.007908821,0.34384546,0.0007354922,0.00041858476,0.0057486314,0.0033108185,0.2201404,0.12500292,0.08422447,0.2075339,0.00095753616],"about_ca_topic_score_codex":0.0007966427,"about_ca_topic_score_gemma":0.001044569,"teacher_disagreement_score":0.006860122,"about_ca_system_score_codex":0.0008221893,"about_ca_system_score_gemma":0.0005454422,"threshold_uncertainty_score":0.022949338},"labels":[],"label_agreement":null},{"id":"W2319635630","doi":"10.1061/40789(168)20","title":"Pore Occlusion in Compacted Mixtures of Sand and Kaolinite Due to Bioclogging","year":2005,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"University of Kansas; National Science Foundation","keywords":"Kaolinite; Distilled water; Hydraulic conductivity; Effluent; Porosity; Permeation; Soil water; Nutrient; Materials science; Chemistry; Porous medium; Biogas; Bacterial growth; Chemical engineering; Pulp and paper industry; Environmental science; Environmental engineering; Soil science; Bacteria; Mineralogy; Composite material; Waste management; Geology; Chromatography; Membrane","score_opus":0.007555464520288698,"score_gpt":0.23638309483499817,"score_spread":0.22882763031470948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319635630","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993455,0.000116015224,0.00042561803,0.0000046168952,0.0000014922284,0.0000034215939,0.000016121985,0.000014546733,0.00007266406],"genre_scores_gemma":[0.9995053,0.000055323868,0.00028531608,0.000003782698,9.153981e-7,0.000002967474,0.000040573083,0.0000035065236,0.00010232271],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974304,0.00003222066,0.00002069587,0.000047837802,0.00009940755,0.000056737383],"domain_scores_gemma":[0.9995629,0.00010589209,0.0001949975,0.000028945587,0.00004713151,0.000060150727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020863647,0.0002728415,0.0002663481,0.00030757295,0.00019782416,0.000520854,0.00018694809,0.00023415725,0.00028476192],"category_scores_gemma":[0.0005294656,0.00022892319,0.00014096075,0.00019901151,0.0005772188,0.00035466164,0.00040811178,0.00023544901,0.000051088362],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010733102,0.000010527136,0.0015975478,0.000029398967,0.000007520176,0.000107855456,0.00005134905,0.00039175712,0.99704164,0.000028983368,0.000005699326,0.0006203566],"study_design_scores_gemma":[0.00001083826,0.00029893947,0.022449404,0.0000054645784,0.000019294881,0.00027454027,0.00015401901,0.0020422903,0.97428054,0.000035472713,0.00042071796,0.000008579526],"about_ca_topic_score_codex":0.0020787567,"about_ca_topic_score_gemma":0.0048155743,"teacher_disagreement_score":0.0020787567,"about_ca_system_score_codex":0.00045487474,"about_ca_system_score_gemma":0.00020489708,"threshold_uncertainty_score":0.0041333437},"labels":[],"label_agreement":null},{"id":"W2320476140","doi":"10.1061/41165(397)212","title":"Sorption and Diffusion of BTEX through Thin-Film EVOH","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Sorption; Geomembrane; Materials science; BTEX; Permeation; Toluene; Chemical engineering; Thin film; Ethylbenzene; Linear low-density polyethylene; Composite material; Polymer; Polymer chemistry; Organic chemistry; Chemistry; Adsorption; Membrane; Nanotechnology","score_opus":0.0237611500942088,"score_gpt":0.2160212181921462,"score_spread":0.19226006809793741,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320476140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986547,0.00037316815,0.0006010857,0.000013973776,0.0000034137322,0.0000034474172,0.000075918724,0.000008160787,0.00026601876],"genre_scores_gemma":[0.9957416,0.00086367666,0.0018998277,0.000014970525,0.0000028523311,0.000011897403,0.00022393672,0.000010369581,0.0012308225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999106,0.0000128605425,0.000005750389,0.000019201556,0.000030083458,0.000021615073],"domain_scores_gemma":[0.9998853,0.000043061566,0.000024620405,0.0000066521097,0.000033544442,0.0000068110294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016319277,0.0002765323,0.00024511648,0.00016092745,0.00018422338,0.00028661324,0.0002013241,0.00023419254,0.00056645524],"category_scores_gemma":[0.00023346418,0.00019689139,0.0002449151,0.00014488876,0.000159448,0.00037711178,0.00017831754,0.0002814383,0.00018850336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041306474,0.000005712311,0.00028480217,0.000035180266,0.0000054556976,0.000023129678,0.00001759311,0.00011995223,0.99891984,0.000017791972,0.0000069797534,0.0005222278],"study_design_scores_gemma":[0.0000036668716,0.00008045628,0.0019515187,0.0000042403203,0.000009426296,0.00004829981,0.000042125674,0.00065644155,0.99684346,0.000011887533,0.00034507524,0.0000034576353],"about_ca_topic_score_codex":0.00236055,"about_ca_topic_score_gemma":0.0017291461,"teacher_disagreement_score":0.00236055,"about_ca_system_score_codex":0.00030283796,"about_ca_system_score_gemma":0.00012607938,"threshold_uncertainty_score":0.0046935678},"labels":[],"label_agreement":null},{"id":"W2320778823","doi":"10.1061/9780784412121.359","title":"Experimental Studies of GCL Hydration from Subsoil","year":2012,"lang":"en","type":"article","venue":"GeoCongress 2012","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Subsoil; Water content; Geosynthetic clay liner; Moisture; Materials science; Geotechnical engineering; Soil science; Environmental science; Composite material; Soil water; Geology; Hydraulic conductivity","score_opus":0.03573358078838452,"score_gpt":0.2966368205152189,"score_spread":0.2609032397268344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320778823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979456,0.00009146717,0.0014620231,0.0000052196874,0.0000030481174,0.00001999642,0.00007608248,0.000016004598,0.00038057222],"genre_scores_gemma":[0.9967878,0.00008889165,0.0019912953,0.000011234573,0.0000031235923,0.000013922362,0.00017048577,0.000021257794,0.0009119591],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979085,0.000018673978,0.000014803825,0.000050521303,0.00007217083,0.00005296602],"domain_scores_gemma":[0.9996401,0.00008801303,0.000087877,0.000047671485,0.00007257978,0.000063856256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025307987,0.00029547868,0.00022862304,0.00016664785,0.00030148975,0.00018251917,0.00023193484,0.00019211994,0.0020134507],"category_scores_gemma":[0.0005332873,0.00017540774,0.00015444317,0.0001801793,0.00036930188,0.00027266314,0.00047173974,0.00055093685,0.0001759159],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011725979,0.00002768792,0.0010472412,0.00004779725,0.0000042554484,0.000056021247,0.0001757998,0.00023216708,0.9965881,0.000029678638,0.000017588238,0.001656357],"study_design_scores_gemma":[0.000006236981,0.00065458106,0.011310514,0.0000048149254,0.000010281847,0.0001495721,0.00016015893,0.0009200211,0.9858322,0.000020930227,0.0009216813,0.000009009915],"about_ca_topic_score_codex":0.0015593427,"about_ca_topic_score_gemma":0.002778991,"teacher_disagreement_score":0.0020134507,"about_ca_system_score_codex":0.00019072677,"about_ca_system_score_gemma":0.00013000393,"threshold_uncertainty_score":0.006735623},"labels":[],"label_agreement":null},{"id":"W2320923209","doi":"10.1061/41165(397)203","title":"Comparing Measured Hydraulic Conductivities of a Geotextile Polymer Coated GCL Utilizing Three Different Permeameter Types","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Permeameter; Hydraulic conductivity; Geotextile; Geosynthetic clay liner; Materials science; Geosynthetics; Composite material; Void (composites); Porosity; Void ratio; Geotechnical engineering; Analytical Chemistry (journal); Soil science; Environmental science; Chemistry; Chromatography; Geology; Soil water","score_opus":0.08520712699842709,"score_gpt":0.2305002011682878,"score_spread":0.1452930741698607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320923209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947009,0.000119692835,0.0045489892,0.000015709255,0.0000054814714,0.000019000461,0.00013350588,0.00009063048,0.0003661607],"genre_scores_gemma":[0.9918127,0.00018443215,0.007127167,0.000036900543,0.000004932108,0.000032792082,0.00020770822,0.000039389997,0.00055394985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99931216,0.00011954473,0.00005179114,0.0001559767,0.00027296814,0.00008761958],"domain_scores_gemma":[0.99876225,0.00057810755,0.00019213565,0.00009085164,0.00032259471,0.000054063952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005957843,0.00066658325,0.00044741738,0.0007551087,0.0003469556,0.0006737197,0.00050485734,0.000694736,0.00077549665],"category_scores_gemma":[0.0016019561,0.00032310918,0.00026436232,0.0006080812,0.00071724766,0.0008114641,0.00034046554,0.00048561432,0.00027709233],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015466679,0.000029769433,0.004580098,0.00007044688,0.00001982425,0.000056503504,0.00014130842,0.00073417556,0.990013,0.000040848587,0.000020132982,0.004139183],"study_design_scores_gemma":[0.000006581504,0.00038578108,0.010491785,0.000004993697,0.000025085676,0.000078389035,0.0001271168,0.0014788309,0.9869806,0.000014964634,0.000387752,0.00001817144],"about_ca_topic_score_codex":0.0021588781,"about_ca_topic_score_gemma":0.0043653343,"teacher_disagreement_score":0.0021588781,"about_ca_system_score_codex":0.00044206652,"about_ca_system_score_gemma":0.00027363765,"threshold_uncertainty_score":0.0042926073},"labels":[],"label_agreement":null},{"id":"W2323590070","doi":"10.1061/40970(309)81","title":"Strength and Permeability of a Deep Soil Bentonite Slurry Wall","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Geotechnical engineering; Slurry; Penetrometer; Geology; Permeability (electromagnetism); Compaction; Piezometer; Trench; Bentonite; Groundwater; Materials science; Soil water; Composite material; Soil science; Aquifer","score_opus":0.009951712139898657,"score_gpt":0.21205514447716034,"score_spread":0.2021034323372617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323590070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993082,0.000030732437,0.00028594487,0.0000032246091,0.000001709193,0.0000052993014,0.00004772506,0.000008088935,0.0003091238],"genre_scores_gemma":[0.99835086,0.000035916673,0.00053101423,0.000006356633,6.9672643e-7,0.0000046018167,0.000102461985,0.0000059266495,0.0009620438],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998362,0.000014666023,0.0000096788135,0.00003304292,0.000074836425,0.00003152668],"domain_scores_gemma":[0.99971443,0.00003755842,0.00006546008,0.00001538871,0.00008000223,0.000087176006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026362686,0.00031213395,0.0002674642,0.00040818748,0.00024946075,0.0005383075,0.00024580804,0.00034832006,0.00063282833],"category_scores_gemma":[0.00035576557,0.00024705825,0.0001704224,0.00022115413,0.00030321904,0.00026602222,0.00036350396,0.00037496607,0.00022266949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001480299,0.00005747282,0.010999091,0.000043957018,0.000010149732,0.00027993764,0.00013517628,0.0009104559,0.98464566,0.000063968066,0.000035481087,0.002670663],"study_design_scores_gemma":[0.000019452185,0.0028625468,0.2129292,0.000040751318,0.000047505007,0.00083407253,0.00094545935,0.00611951,0.77307945,0.00008630987,0.0029879343,0.00004784382],"about_ca_topic_score_codex":0.003866218,"about_ca_topic_score_gemma":0.011438088,"teacher_disagreement_score":0.003866218,"about_ca_system_score_codex":0.00036664723,"about_ca_system_score_gemma":0.0002075943,"threshold_uncertainty_score":0.0076874495},"labels":[],"label_agreement":null},{"id":"W2323645068","doi":"","title":"Modelling of stable isotope fractionation by methane oxidation and diffusion in landfill cover soils","year":2005,"lang":"en","type":"article","venue":"Ghent University Academic Bibliography (Ghent University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of Calgary","funders":"","keywords":"Anaerobic oxidation of methane; Methane; Fractionation; Soil water; Stable isotope ratio; Chemistry; Isotope fractionation; Diffusion; Isotope; Environmental chemistry; Isotopes of carbon; Equilibrium fractionation; Soil science; Environmental science; Total organic carbon; Chromatography; Thermodynamics; Organic chemistry","score_opus":0.014410087325625058,"score_gpt":0.1944325687430983,"score_spread":0.18002248141747323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323645068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9831056,0.00009361196,0.014345117,0.000063127176,0.0000088602255,0.00003455078,0.00032977536,0.00011303286,0.0019063241],"genre_scores_gemma":[0.9965495,0.000082464205,0.0023095172,0.0000074453355,0.0000024972735,0.000042421492,0.00015940568,0.000013333985,0.00083333324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998952,0.000034112985,0.0000052658283,0.000018246345,0.000023970306,0.000023191997],"domain_scores_gemma":[0.99977034,0.00013925634,0.00002391961,0.00001211162,0.000038583592,0.000015739837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027712746,0.00057344855,0.0005975173,0.00039061296,0.0003807518,0.0006743396,0.00053979,0.00092607946,0.0009324241],"category_scores_gemma":[0.00052188546,0.00029794566,0.0005737287,0.00058982294,0.00050653477,0.0004758768,0.0002848287,0.00028115723,0.00012174406],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045220502,0.000025310488,0.0025469149,0.000014508831,0.000008063183,0.00003158044,0.000010842369,0.9928746,0.0033246363,0.00032103332,0.000024985426,0.00077234115],"study_design_scores_gemma":[0.000015952359,0.00003230425,0.0007045278,0.0000013038419,0.0000040527016,0.0000049729947,0.0000099713525,0.99671763,0.002238155,0.00015848149,0.00010816283,0.000004431957],"about_ca_topic_score_codex":0.04053206,"about_ca_topic_score_gemma":0.014742411,"teacher_disagreement_score":0.04053206,"about_ca_system_score_codex":0.0016234216,"about_ca_system_score_gemma":0.0009686729,"threshold_uncertainty_score":0.080592275},"labels":[],"label_agreement":null},{"id":"W2323754087","doi":"10.1061/40789(168)17","title":"Geoenvironmental Assessment of Two Tropical Clayey Soils for use as Engineered Liner Materials","year":2005,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Permeameter; Leachate; Hydraulic conductivity; Environmental science; Soil water; Groundwater; Tropics; Geomembrane; Environmental engineering; Geotechnical engineering; Waste management; Geology; Soil science; Engineering","score_opus":0.017117134826045356,"score_gpt":0.28900452944398236,"score_spread":0.271887394617937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323754087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999584,0.000034125504,0.0001451285,0.0000059781155,4.0805304e-7,0.000010662307,0.00003704122,0.0000016602655,0.00018102869],"genre_scores_gemma":[0.99888104,0.00015053464,0.0006506208,0.000008429829,8.275052e-7,0.000012845806,0.000074127514,0.000002390245,0.00021918962],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99977547,0.00007919953,0.000015996571,0.00002252185,0.00006883357,0.000037980386],"domain_scores_gemma":[0.9996761,0.0000802671,0.00011783937,0.000013780543,0.000069982234,0.0000420441],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030334856,0.0003422471,0.00020210263,0.000499348,0.00030664512,0.00051609124,0.00019745389,0.000252545,0.0005185342],"category_scores_gemma":[0.00036940593,0.00010670537,0.00024445716,0.00039444925,0.00026529477,0.00025951478,0.00029793658,0.00014913156,0.00009589132],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017559119,0.00036828895,0.049896248,0.0002953716,0.000035304,0.0014833256,0.0008819736,0.0033235473,0.92907375,0.00017776624,0.000066012,0.012642476],"study_design_scores_gemma":[0.00010032357,0.009164626,0.15893714,0.000041620002,0.0001022542,0.0011618737,0.0037543443,0.0051910994,0.81903756,0.00017944322,0.0022846565,0.000044995173],"about_ca_topic_score_codex":0.0033256316,"about_ca_topic_score_gemma":0.006871798,"teacher_disagreement_score":0.0033256316,"about_ca_system_score_codex":0.0005155956,"about_ca_system_score_gemma":0.0003344571,"threshold_uncertainty_score":0.0066125393},"labels":[],"label_agreement":null},{"id":"W2324006186","doi":"10.1061/40789(168)51","title":"Towards a Fundamental Model to Predict the Settlements in Bioreactor Landfills","year":2005,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Bioreactor landfill; Settlement (finance); Human settlement; Leachate; Piping; Compressibility; Municipal solid waste; Environmental science; Geotechnical engineering; Waste management; Biodegradation; Stage (stratigraphy); Civil engineering; Environmental engineering; Engineering; Geology; Computer science; Chemistry","score_opus":0.01839689821868863,"score_gpt":0.2567261248008694,"score_spread":0.2383292265821808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324006186","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.083079055,0.00014161025,0.9104944,0.00030121751,0.00004084572,0.0000750226,0.00025458142,0.00042197335,0.005191173],"genre_scores_gemma":[0.91156316,0.00036176314,0.08040175,0.000096128126,0.000040280443,0.0003739597,0.00031531797,0.00012433427,0.0067233355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998516,0.00003038529,0.0000091364045,0.00003611482,0.000042213083,0.000030464327],"domain_scores_gemma":[0.9997236,0.00012395806,0.000039937044,0.000021351292,0.00007564538,0.00001540383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005455467,0.00057085924,0.0007694422,0.00047058932,0.00048264425,0.00082431635,0.0014701008,0.0016554625,0.0012780458],"category_scores_gemma":[0.001284707,0.00052435516,0.0010020445,0.00049164286,0.00071113446,0.0011549586,0.00076082686,0.0009532197,0.00024158841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051684888,0.0000068616664,0.00023892551,0.000006700339,0.0000024480214,0.000016172791,0.000010185178,0.9955948,0.00079603906,0.0020438835,0.000050194587,0.0012287189],"study_design_scores_gemma":[0.0000018049568,0.000003980173,0.00007443729,0.0000010870256,0.0000013468276,0.0000027501,0.000003313447,0.9987399,0.00020325808,0.000847758,0.000118529664,0.0000018791344],"about_ca_topic_score_codex":0.014764584,"about_ca_topic_score_gemma":0.0062610316,"teacher_disagreement_score":0.014764584,"about_ca_system_score_codex":0.0012520195,"about_ca_system_score_gemma":0.0014246628,"threshold_uncertainty_score":0.029357255},"labels":[],"label_agreement":null},{"id":"W2324323310","doi":"10.1061/40970(309)27","title":"Deformation of MSW Bioreactor Landfills: Properties and Analysis Approach","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bioreactor landfill; Leachate; Municipal solid waste; Waste management; Environmental science; Settlement (finance); Bioreactor; Shear strength (soil); Landfill gas; Compressibility; Geotechnical engineering; Engineering; Soil water; Chemistry; Soil science","score_opus":0.02744464554155358,"score_gpt":0.19876678223152594,"score_spread":0.17132213668997237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324323310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9219376,0.0001221082,0.07325358,0.000085294225,0.000006744005,0.000055844997,0.00035524115,0.00029195962,0.0038917207],"genre_scores_gemma":[0.9931316,0.00006653714,0.0053849984,0.0000055612136,0.0000025884744,0.000029767558,0.00021474193,0.000022662209,0.0011415774],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99989724,0.000016466149,0.0000071901463,0.00001871637,0.000045137152,0.000015192375],"domain_scores_gemma":[0.99990344,0.000029623287,0.00001876331,0.000018667643,0.000023586455,0.0000059003264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019109229,0.000374216,0.0003000417,0.0009912773,0.00021625293,0.00040430992,0.00033357984,0.00044846348,0.001569806],"category_scores_gemma":[0.00038607244,0.00025507816,0.00047731574,0.0005826925,0.0003009711,0.00030335435,0.00021926679,0.00021537305,0.0003485456],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000307971,0.00015738624,0.03029877,0.000096943615,0.000024957944,0.00023116438,0.00021486069,0.72221386,0.17281389,0.0015554678,0.0003263105,0.07175842],"study_design_scores_gemma":[0.000005265098,0.00007402089,0.015930843,0.000004707938,0.000004966441,0.00006680118,0.0000788034,0.9609642,0.021943443,0.00021984815,0.0006937871,0.000013377764],"about_ca_topic_score_codex":0.003994184,"about_ca_topic_score_gemma":0.0031452002,"teacher_disagreement_score":0.003994184,"about_ca_system_score_codex":0.0004982974,"about_ca_system_score_gemma":0.00037904148,"threshold_uncertainty_score":0.007941902},"labels":[],"label_agreement":null},{"id":"W2324620255","doi":"10.1061/41165(397)116","title":"Migration of PCBs through a Composite Liner System","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Ministry of the Environment, Conservation and Parks","funders":"","keywords":"Geomembrane; Leachate; Environmental science; Contamination; Hazardous waste; Geosynthetic clay liner; Waste management; Composite number; Geotechnical engineering; Environmental chemistry; Environmental engineering; Materials science; Geology; Hydraulic conductivity; Chemistry; Composite material; Soil science; Soil water; Engineering","score_opus":0.0260326933565092,"score_gpt":0.20971485739683532,"score_spread":0.1836821640403261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324620255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98805076,0.0001357782,0.0098200515,0.000038752296,0.00001925526,0.000047357295,0.0002248815,0.00057535357,0.0010878869],"genre_scores_gemma":[0.9843886,0.00014612406,0.009708674,0.000059781265,0.000007005978,0.000032734726,0.00029222507,0.000051921532,0.0053129126],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993643,0.00007876099,0.00002689347,0.0002599213,0.00020887496,0.000061248924],"domain_scores_gemma":[0.9995074,0.000078912795,0.0001295079,0.00007576871,0.0001647692,0.00004361712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036193166,0.00035725796,0.00042960286,0.00057981035,0.00036664022,0.0007624381,0.00058012735,0.00040020302,0.0027988395],"category_scores_gemma":[0.0005988817,0.00019824866,0.00028693175,0.00043927392,0.00020274111,0.0004887051,0.00043528166,0.00022926218,0.0012886033],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042639332,0.000060343966,0.0037666545,0.00004986058,0.00001590336,0.0001520406,0.00009427458,0.0016238168,0.98219395,0.00008344686,0.00020848938,0.0113247605],"study_design_scores_gemma":[0.00006605181,0.0015600789,0.017018003,0.000008883425,0.000048539732,0.00046865345,0.00020421925,0.015811436,0.9594651,0.000054008877,0.0052560456,0.000039054437],"about_ca_topic_score_codex":0.00527894,"about_ca_topic_score_gemma":0.004278721,"teacher_disagreement_score":0.00527894,"about_ca_system_score_codex":0.0006057659,"about_ca_system_score_gemma":0.0004700063,"threshold_uncertainty_score":0.010496438},"labels":[],"label_agreement":null},{"id":"W2324794204","doi":"10.14288/1.0103393","title":"Fault tree analysis of slurry and dewatered taiings management – a framework","year":2014,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Fault tree analysis; Slurry; Environmental science; Tree (set theory); Business; Reliability engineering; Engineering; Mathematics; Environmental engineering","score_opus":0.004225420588169364,"score_gpt":0.160876727448224,"score_spread":0.15665130686005466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324794204","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0266808,0.00040206258,0.97021097,0.0001945737,0.000017794357,0.00008461877,0.00034150798,0.0002539194,0.0018136885],"genre_scores_gemma":[0.63422716,0.0010772542,0.35956118,0.000065613924,0.000072181785,0.00023333367,0.0013085969,0.00009518623,0.003359457],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9984211,0.00045770037,0.00013038266,0.00024742447,0.0005765764,0.00016691869],"domain_scores_gemma":[0.9938839,0.0037934983,0.00077297917,0.00025631706,0.0011478966,0.00014532343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023879919,0.0008512139,0.0008268404,0.003832529,0.0006187606,0.001941133,0.0012362441,0.0010089888,0.0026509797],"category_scores_gemma":[0.007736186,0.00033793817,0.0014102886,0.0017845443,0.0010464605,0.0022313846,0.0008670143,0.0008293569,0.00036597447],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006493381,0.00006316197,0.005932132,0.00020726451,0.00007403738,0.00038924892,0.00036242066,0.8574257,0.0022131694,0.08303763,0.0010873781,0.049142953],"study_design_scores_gemma":[0.000004953205,0.000036939684,0.00088233006,0.000031634838,0.000021126309,0.00007472803,0.000060411952,0.9606213,0.0005664369,0.036508694,0.0011791432,0.000012340001],"about_ca_topic_score_codex":0.012182489,"about_ca_topic_score_gemma":0.0058945576,"teacher_disagreement_score":0.012182489,"about_ca_system_score_codex":0.001670325,"about_ca_system_score_gemma":0.0014857712,"threshold_uncertainty_score":0.024223149},"labels":[],"label_agreement":null},{"id":"W2329013176","doi":"10.1061/40970(309)22","title":"Recent Findings on the Static and Dynamic Properties of Municipal Solid Waste","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Saskatchewan; National Science Foundation","keywords":"Municipal solid waste; Waste management; Materials science; Engineering","score_opus":0.02675972543949731,"score_gpt":0.23185911198646497,"score_spread":0.20509938654696766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329013176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9090738,0.053285245,0.0071130963,0.0016761312,0.00011125856,0.00007251735,0.00072261435,0.0000557905,0.027889423],"genre_scores_gemma":[0.9506401,0.04154534,0.003196118,0.00053103146,0.00020183015,0.000043682398,0.0006143476,0.000013099882,0.0032144617],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9989686,0.00015275509,0.00010860662,0.00020992951,0.00046735303,0.00009282824],"domain_scores_gemma":[0.9934227,0.0027282096,0.0014253256,0.00026273078,0.0019856517,0.00017535458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020995191,0.0003639138,0.00045332633,0.0018903823,0.0006105001,0.001056233,0.00053935853,0.00079327467,0.0021725397],"category_scores_gemma":[0.0045627533,0.0002454296,0.0003960614,0.0033368296,0.0009931031,0.0009556354,0.0005753702,0.00050964643,0.00031717418],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016540367,0.0007330957,0.16118108,0.0072427234,0.00030503894,0.0009677104,0.003336016,0.0052064075,0.23809406,0.0039472505,0.0019621307,0.57537043],"study_design_scores_gemma":[0.000023931214,0.0045956085,0.525749,0.0006989012,0.0007331879,0.00210272,0.010187948,0.0014093401,0.34604275,0.003971321,0.10428506,0.00020022538],"about_ca_topic_score_codex":0.0027712225,"about_ca_topic_score_gemma":0.0029703223,"teacher_disagreement_score":0.0027712225,"about_ca_system_score_codex":0.00063822384,"about_ca_system_score_gemma":0.00070344505,"threshold_uncertainty_score":0.011103451},"labels":[],"label_agreement":null},{"id":"W2330049057","doi":"10.1061/41165(397)144","title":"Determination of Waste Properties from Settlement Behaviour of a Full Scale Waste Cell Operated As a Landfill Bioreactor","year":2011,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Leachate; Bioreactor landfill; Settlement (finance); Municipal solid waste; Landfill gas; Waste management; Environmental science; Bioreactor; Environmental engineering; Engineering; Chemistry","score_opus":0.02079490582037168,"score_gpt":0.20697032662769138,"score_spread":0.1861754208073197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330049057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99895585,0.000029040426,0.00069709454,0.0000053974195,0.0000011223968,0.000008939277,0.00018329677,0.000013615802,0.00010568556],"genre_scores_gemma":[0.9981462,0.000085258944,0.0011660649,0.0000056857916,9.428767e-7,0.000017299151,0.00032327935,0.000005930918,0.00024930897],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997397,0.000030950232,0.000026103078,0.00003958353,0.00012421687,0.000039476694],"domain_scores_gemma":[0.9996762,0.00011341174,0.00004814215,0.000034514815,0.00009491118,0.000032884836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003883805,0.00035925888,0.00060854177,0.00032128367,0.0003332238,0.00044184283,0.0003289256,0.00044062707,0.0006440643],"category_scores_gemma":[0.0005687813,0.00012470246,0.00049317535,0.00057393545,0.00028122478,0.0003710132,0.00026066415,0.0004061936,0.00025814865],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021865821,0.00010306219,0.005516754,0.000039110426,0.000009868889,0.00010365025,0.00009582279,0.0029043024,0.9880404,0.000038959548,0.000027530088,0.0029019644],"study_design_scores_gemma":[0.0000118566495,0.00084228883,0.025672149,0.000005978746,0.000018080129,0.00008981048,0.0002848705,0.022618992,0.95015234,0.000064250664,0.00022146333,0.000017857768],"about_ca_topic_score_codex":0.0036925918,"about_ca_topic_score_gemma":0.0026792625,"teacher_disagreement_score":0.0036925918,"about_ca_system_score_codex":0.00035283447,"about_ca_system_score_gemma":0.00024442546,"threshold_uncertainty_score":0.0073422194},"labels":[],"label_agreement":null},{"id":"W2332400642","doi":"10.2174/1385272819666150119223002","title":"Recent Advances of Biomass Waste to Gas Using Landfill Bioreactor Technology - A Review","year":2015,"lang":"en","type":"review","venue":"Current Organic Chemistry","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Bioreactor landfill; Leachate; Bioreactor; Waste management; Landfill gas; Municipal solid waste; Biomass (ecology); Environmental science; Engineering; Environmental engineering; Chemistry; Ecology","score_opus":0.05992919480846395,"score_gpt":0.3517140388446068,"score_spread":0.29178484403614285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332400642","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00029231753,0.9981267,0.00020865409,0.00012090469,0.00010527337,0.0000056911003,0.00002783174,0.0000074961717,0.0011051255],"genre_scores_gemma":[0.001084712,0.9980556,0.00029338367,0.000074267846,0.00008409103,0.0000057534826,0.000036939076,0.0000016203095,0.00036373516],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99974567,0.000032751377,0.000043538323,0.000060439834,0.000094090414,0.00002366352],"domain_scores_gemma":[0.9993667,0.00029796874,0.0001101508,0.000019666388,0.00016170627,0.00004381212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007196149,0.0010840017,0.0014760948,0.0039713965,0.00033928658,0.0011221915,0.0009200774,0.0009590111,0.0043753143],"category_scores_gemma":[0.00081146456,0.00044285462,0.0008246027,0.0046037515,0.00037341277,0.0017389139,0.00070034066,0.0010509643,0.0017081698],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077956174,0.00013791778,0.00040133056,0.060430072,0.00014810056,0.0002704322,0.00011714535,0.0007763816,0.004433077,0.0034316117,0.013206903,0.9165691],"study_design_scores_gemma":[0.000010247945,0.00017544195,0.0012337598,0.0042002774,0.00025896734,0.00090737065,0.00013049692,0.00018111466,0.0020895773,0.0012989739,0.9894782,0.0000356488],"about_ca_topic_score_codex":0.0014090295,"about_ca_topic_score_gemma":0.002094218,"teacher_disagreement_score":0.0043753143,"about_ca_system_score_codex":0.00049149833,"about_ca_system_score_gemma":0.0012934727,"threshold_uncertainty_score":0.014636874},"labels":[],"label_agreement":null},{"id":"W2332988121","doi":"10.1061/40907(226)6","title":"Settlement of Bioreactor Landfills During Filling Operation","year":2007,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Settlement (finance); Leachate; Bioreactor landfill; Waste management; Environmental science; Piping; Closure (psychology); Municipal solid waste; Stage (stratigraphy); Geotechnical engineering; Engineering; Environmental engineering; Geology; Computer science","score_opus":0.007905207244944108,"score_gpt":0.22864743427542125,"score_spread":0.22074222703047713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332988121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978485,0.00004587391,0.000903643,0.000012137733,0.0000035222708,0.000015566235,0.0002832779,0.000045028002,0.0008423792],"genre_scores_gemma":[0.99774915,0.000045234192,0.0008679218,0.0000061077394,0.000002171672,0.00001683512,0.00039477658,0.000010594715,0.0009073204],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994104,0.000054266508,0.000036034253,0.0000967657,0.0002959785,0.00010666909],"domain_scores_gemma":[0.9993375,0.00015251405,0.00016591203,0.000046359113,0.00023750075,0.000060106602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065154606,0.0003158525,0.00061281124,0.00089036,0.0005804445,0.0006188703,0.00026396892,0.00027193752,0.0010467217],"category_scores_gemma":[0.0012625795,0.00018682049,0.00036811223,0.0008420055,0.0003896068,0.0003785325,0.00036189993,0.00036298472,0.0002852369],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019279419,0.00018056485,0.15512034,0.00012451889,0.00003064497,0.0012261864,0.0018695808,0.006244611,0.78505915,0.00026405434,0.0005635954,0.047388777],"study_design_scores_gemma":[0.000017639892,0.0011993932,0.4876367,0.000020858324,0.000033372828,0.00041201786,0.0022659558,0.016221553,0.48975468,0.00031027698,0.002064174,0.000063351996],"about_ca_topic_score_codex":0.0033429356,"about_ca_topic_score_gemma":0.0052352394,"teacher_disagreement_score":0.0033429356,"about_ca_system_score_codex":0.0007088485,"about_ca_system_score_gemma":0.00042117725,"threshold_uncertainty_score":0.006646931},"labels":[],"label_agreement":null},{"id":"W2333377973","doi":"10.1061/40569(2001)186","title":"Laboratory Testing of Sediment Trap Efficiency of Seepage Flow through Rockfill Dyke","year":2001,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Tailings; Settling; Sediment; Geotechnical engineering; Trap (plumbing); Geology; Environmental science; Flow (mathematics); Levee; Filtration (mathematics); Sedimentation; Environmental engineering; Geomorphology; Materials science","score_opus":0.017367622500343287,"score_gpt":0.2316243100073332,"score_spread":0.2142566875069899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333377973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99775296,0.00002822836,0.0018255241,0.0000094013485,0.0000034007794,0.00005289795,0.00009728392,0.000040915565,0.00018940774],"genre_scores_gemma":[0.99281025,0.000100702215,0.005359329,0.000021804983,0.0000061917267,0.00013177755,0.0003473294,0.000016604754,0.0012060291],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993585,0.00013724896,0.000058064903,0.0001252378,0.00019442603,0.00012663446],"domain_scores_gemma":[0.9986071,0.00044195942,0.0002998169,0.00010010078,0.00042127888,0.00012968737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077342545,0.0005284806,0.000404825,0.00028560316,0.00054426515,0.0004739076,0.0004966775,0.0003898699,0.0010257561],"category_scores_gemma":[0.0013684168,0.00021869825,0.0004149788,0.00021526957,0.00033114504,0.00033800164,0.00033822068,0.00040288025,0.00029368905],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008575421,0.0010320373,0.0072852513,0.00014240232,0.000030631345,0.00012496593,0.00032321707,0.001795278,0.9834767,0.00006740647,0.00008220381,0.0047824183],"study_design_scores_gemma":[0.000062197454,0.014286281,0.009215852,0.000010406557,0.00004664362,0.00007204916,0.00014973718,0.0027569663,0.9730142,0.0000288709,0.0003348074,0.000022092156],"about_ca_topic_score_codex":0.0039207744,"about_ca_topic_score_gemma":0.004721176,"teacher_disagreement_score":0.0039207744,"about_ca_system_score_codex":0.00048035788,"about_ca_system_score_gemma":0.0005859743,"threshold_uncertainty_score":0.0077958703},"labels":[],"label_agreement":null},{"id":"W2333626875","doi":"10.1139/l11-029","title":"Assessment of operations and design strategy controls to improve landfill gas utilization opportunities","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Landfill gas; Capital cost; Net present value; Waste management; Engineering; Capital investment; Environmental science; Electricity generation; Cogeneration; Greenhouse gas; Biogas; Environmental engineering; Municipal solid waste; Production (economics); Economics","score_opus":0.0625987491285315,"score_gpt":0.23454633247340897,"score_spread":0.17194758334487747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333626875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.774464,0.0012431582,0.14932102,0.0012362497,0.000050544626,0.002483968,0.001405587,0.0005548315,0.0692406],"genre_scores_gemma":[0.97674894,0.00034802017,0.02033736,0.000040012317,0.000003839781,0.0002850383,0.00025799806,0.000018234352,0.001960603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9984194,0.0004778839,0.000045882956,0.00011200143,0.0005871377,0.0003575821],"domain_scores_gemma":[0.9981558,0.000796234,0.00029017183,0.00011435215,0.00054063514,0.0001027149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003937961,0.0015304084,0.000588822,0.0015973403,0.0003706298,0.0023753187,0.0007933253,0.00072317367,0.0026165633],"category_scores_gemma":[0.004421129,0.00035275525,0.00066949305,0.0007647619,0.00046254514,0.0015080681,0.00049806497,0.000584363,0.00025132383],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003131889,0.00038406192,0.0052899597,0.0002996303,0.000059333626,0.00009630421,0.00007435889,0.90745014,0.0080613885,0.012930484,0.0009202207,0.06412085],"study_design_scores_gemma":[0.00019414753,0.0026920831,0.0119940955,0.00014487522,0.00016660918,0.000043225624,0.00077127595,0.95011866,0.01664865,0.009150708,0.008016943,0.000058761285],"about_ca_topic_score_codex":0.019400612,"about_ca_topic_score_gemma":0.018410672,"teacher_disagreement_score":0.019400612,"about_ca_system_score_codex":0.0055819657,"about_ca_system_score_gemma":0.009295893,"threshold_uncertainty_score":0.040500164},"labels":[],"label_agreement":null},{"id":"W2334777100","doi":"10.3183/npprj-2001-16-03-p188-194","title":"Filler retention with a CPAM/bentonite retention system – Effect of collision efficiency","year":2001,"lang":"en","type":"article","venue":"Nordic Pulp & Paper Research Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cegep de Trois-Rivieres; McGill University","funders":"","keywords":"Bentonite; Filler (materials); Retention time; Water retention; Collision; Composite material; Materials science; Environmental science; Geotechnical engineering; Chemistry; Computer science; Chromatography; Geology; Soil science; Soil water","score_opus":0.025274503873686054,"score_gpt":0.301579301265049,"score_spread":0.27630479739136293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334777100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968861,0.0009819745,0.0014183301,0.000029716632,0.000030085566,0.00003102472,0.000060047223,0.00009778355,0.00046501658],"genre_scores_gemma":[0.9959085,0.00047173863,0.0017624358,0.00003515113,0.000012226206,0.000015904698,0.00015124535,0.000042341,0.0016004773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947566,0.00007613281,0.000051119485,0.00012132954,0.00012538765,0.00015045729],"domain_scores_gemma":[0.99913293,0.00035307085,0.00013400996,0.00006222112,0.00021552657,0.000102251244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073225144,0.00038439248,0.000705492,0.0003267322,0.0006710524,0.0006593905,0.0004963448,0.00059664575,0.0015100446],"category_scores_gemma":[0.0012652146,0.00033000324,0.00041883322,0.00032953764,0.00028791634,0.0010127154,0.00036925825,0.0006809001,0.00045894092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009769073,0.000116077,0.00025698612,0.00010909324,0.000018970839,0.00006542502,0.000119933466,0.0002619338,0.99350256,0.0000325444,0.0000625767,0.004477018],"study_design_scores_gemma":[0.00001303913,0.00080747943,0.0006643405,0.0000038631692,0.000025924975,0.0000514773,0.000027433569,0.00085245795,0.9971403,0.000006112961,0.00039630674,0.00001128462],"about_ca_topic_score_codex":0.0026936338,"about_ca_topic_score_gemma":0.0034063708,"teacher_disagreement_score":0.0026936338,"about_ca_system_score_codex":0.00038296287,"about_ca_system_score_gemma":0.00052029156,"threshold_uncertainty_score":0.005355954},"labels":[],"label_agreement":null},{"id":"W2341626894","doi":"10.1680/jgein.16.00006","title":"Polychlorinated biphenyl diffusion through HDPE geomembrane","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministerio de Ciencia e Innovación","keywords":"Geomembrane; High-density polyethylene; Composite number; Diffusion; Partition coefficient; Environmental science; Aquifer; Vinyl chloride; Materials science; Municipal solid waste; Geotechnical engineering; Polyethylene; Environmental engineering; Environmental chemistry; Groundwater; Composite material; Chemistry; Waste management; Geology; Polymer; Chromatography; Thermodynamics; Engineering","score_opus":0.009456587899521097,"score_gpt":0.22656692290923777,"score_spread":0.2171103350097167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341626894","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99681646,0.00005811833,0.0026253297,0.000019292253,0.000004325197,0.000014063282,0.00009992614,0.000020513477,0.00034211687],"genre_scores_gemma":[0.99393314,0.00018054942,0.0043209987,0.000013902708,0.000001942933,0.000019692798,0.000118693024,0.000005609889,0.0014054984],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997924,0.000034095006,0.000014143521,0.000059628568,0.000059962564,0.000039822116],"domain_scores_gemma":[0.99982554,0.00005892245,0.00004340975,0.000015342135,0.000046226407,0.000010560919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036424873,0.00031932443,0.00025458835,0.00011051124,0.0002782638,0.00028569356,0.00018943092,0.00028627514,0.0005861572],"category_scores_gemma":[0.00033477676,0.00011534444,0.00015119092,0.00016324632,0.0001922044,0.00033727256,0.000179249,0.0002566362,0.00014216061],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060848946,0.000012339093,0.0003648333,0.000023321481,0.0000025756674,0.000018200431,0.000014994372,0.0002814448,0.99834025,0.000061046274,0.000013631896,0.0008064779],"study_design_scores_gemma":[0.0000067646156,0.0001795413,0.0012038863,0.00000175257,0.0000051496354,0.000033343822,0.000022576241,0.0019943947,0.9961505,0.000022349655,0.00037479767,0.0000050408853],"about_ca_topic_score_codex":0.003341525,"about_ca_topic_score_gemma":0.0022724885,"teacher_disagreement_score":0.003341525,"about_ca_system_score_codex":0.00051547715,"about_ca_system_score_gemma":0.00027665703,"threshold_uncertainty_score":0.0066441298},"labels":[],"label_agreement":null},{"id":"W236541261","doi":"10.1201/9781003070580-10","title":"Evaluation of a geosynthetic clay liner water retention curve using vapour equilibrium technique","year":2020,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Materials science; Geology","score_opus":0.06855934207779237,"score_gpt":0.2736055340620574,"score_spread":0.20504619198426505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W236541261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96766776,0.0012984133,0.022377172,0.000045269055,0.000017185637,0.00004999534,0.0009054183,0.00050264236,0.007136202],"genre_scores_gemma":[0.9616108,0.00096670596,0.01617276,0.00003159795,0.00000568076,0.000051969975,0.0009891589,0.00014924057,0.020022029],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991775,0.000006603139,0.0000034129846,0.000018459396,0.000047011254,0.0000067395217],"domain_scores_gemma":[0.9998969,0.000041292136,0.000017773778,0.00000788997,0.00003033507,0.00000588006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013730867,0.00016216622,0.00014448825,0.00039088583,0.00010056938,0.00019541272,0.00025957194,0.00019310322,0.002189965],"category_scores_gemma":[0.00015985552,0.00008232773,0.0001195589,0.00042788772,0.000093486306,0.00025394952,0.00010460491,0.00023252028,0.00067792065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023836577,0.000010417373,0.00045139782,0.00004543539,0.0000020281504,0.00004112119,0.000046349112,0.00021077425,0.9899144,0.000041548265,0.000053640742,0.0091589475],"study_design_scores_gemma":[0.0000013351332,0.00020436259,0.0075659035,0.000005351418,0.000007053653,0.00012377098,0.00005622351,0.0021517607,0.9876602,0.000035846148,0.0021796345,0.000008616927],"about_ca_topic_score_codex":0.00059603614,"about_ca_topic_score_gemma":0.0014017785,"teacher_disagreement_score":0.002189965,"about_ca_system_score_codex":0.00014765546,"about_ca_system_score_gemma":0.00007571138,"threshold_uncertainty_score":0.0073261857},"labels":[],"label_agreement":null},{"id":"W2372100856","doi":"10.1016/j.wasman.2016.04.035","title":"Effects of preconditioning the rhizosphere of different plant species on biotic methane oxidation kinetics","year":2016,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Waste Management; Natural Sciences and Engineering Research Council of Canada","keywords":"Rhizosphere; Anaerobic oxidation of methane; Biogeochemical cycle; Chemistry; Environmental chemistry; Soil water; Methane; Compost; Organic matter; Botany; Agronomy; Environmental science; Biology; Soil science; Bacteria","score_opus":0.00664659275633347,"score_gpt":0.18382651550774154,"score_spread":0.17717992275140806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2372100856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914944,0.00012244891,0.00018116807,0.00003221025,0.00001505641,0.0000131111865,0.00007611877,0.00000774219,0.00040275758],"genre_scores_gemma":[0.9982986,0.00011628261,0.00064344343,0.00004482367,0.0000060489338,0.000025476922,0.00012846504,0.000012031669,0.000724876],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99980825,0.000048341888,0.000011946746,0.0000455654,0.000017005952,0.000068914196],"domain_scores_gemma":[0.99954873,0.0001763424,0.000051095096,0.000036785084,0.00005645209,0.00013051399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024226494,0.0004915918,0.00043746387,0.00013104279,0.00040897675,0.00052166113,0.00037207454,0.0005149865,0.0020695678],"category_scores_gemma":[0.00045241852,0.00020201498,0.0002981892,0.00015340639,0.00036388394,0.0005238873,0.00041995547,0.0006677586,0.00018978165],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031877833,0.00021192132,0.00048341128,0.00007072413,0.0000125051765,0.00003592776,0.00006964332,0.00017554624,0.99396616,0.00005420968,0.00002072078,0.0017115021],"study_design_scores_gemma":[0.0001270488,0.005744236,0.014665302,0.00001607967,0.000076160795,0.00007470089,0.00040973918,0.0016197618,0.97622365,0.00014022282,0.00087683956,0.000026300268],"about_ca_topic_score_codex":0.0037117326,"about_ca_topic_score_gemma":0.004986018,"teacher_disagreement_score":0.0037117326,"about_ca_system_score_codex":0.00055569917,"about_ca_system_score_gemma":0.000674071,"threshold_uncertainty_score":0.007380247},"labels":[],"label_agreement":null},{"id":"W2401702026","doi":"10.1061/(asce)gt.1943-5606.0001502","title":"BTEX Migration through Various Geomembranes and Vapor Barriers","year":2016,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Polyethylene; Materials science; Low-density polyethylene; Polyvinyl chloride; BTEX; Linear low-density polyethylene; Ethylbenzene; Toluene; Composite material; Chemistry; Organic chemistry","score_opus":0.0033380324455527894,"score_gpt":0.17371994622784576,"score_spread":0.17038191378229298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2401702026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992613,0.00008280516,0.0003691673,0.000006730853,0.0000019215083,0.0000073053593,0.00006844197,0.000005927225,0.00019629564],"genre_scores_gemma":[0.99669635,0.00035117278,0.0013234803,0.000010187254,0.0000020247594,0.000022808152,0.00020520996,0.000006791379,0.001382007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969363,0.00005979476,0.000024574543,0.000056429,0.00009574567,0.00006993822],"domain_scores_gemma":[0.99973255,0.00006343684,0.0000742819,0.000013101734,0.00009629656,0.000020298092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029587586,0.00032347473,0.00028549967,0.0002569763,0.000304,0.0005201411,0.00023388903,0.00034750017,0.00079168956],"category_scores_gemma":[0.00055015786,0.0001465,0.00025369617,0.00036082818,0.00020939637,0.00049634784,0.00030221266,0.00019672362,0.00015983358],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028298734,0.00003374584,0.0037477224,0.00008439845,0.000011363232,0.00007431222,0.00011580907,0.00093847857,0.992421,0.000093965886,0.000026452453,0.0021697166],"study_design_scores_gemma":[0.000014877012,0.0008930086,0.014621477,0.00001860597,0.000027735878,0.000110345754,0.00042804834,0.002376209,0.9801411,0.000052312727,0.0013016206,0.000014832615],"about_ca_topic_score_codex":0.0042910553,"about_ca_topic_score_gemma":0.0042217695,"teacher_disagreement_score":0.0042910553,"about_ca_system_score_codex":0.00042782509,"about_ca_system_score_gemma":0.0002947651,"threshold_uncertainty_score":0.0085321665},"labels":[],"label_agreement":null},{"id":"W2404121819","doi":"10.1007/s11356-016-6802-2","title":"Analyzing tree cores to detect petroleum hydrocarbon-contaminated groundwater at a former landfill site in the community of Happy Valley-Goose Bay, eastern Canadian subarctic","year":2016,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Memorial University of Newfoundland","funders":"Atlantic Canada Opportunities Agency","keywords":"BTEX; Groundwater; Environmental science; Contamination; Ethylbenzene; Environmental chemistry; Environmental remediation; Petroleum; Bay; Hydrology (agriculture); Geology; Chemistry; Toluene; Ecology","score_opus":0.028571830868174657,"score_gpt":0.2775242556281301,"score_spread":0.24895242475995544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2404121819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990878,0.000028783958,0.00013627067,0.000011431542,0.0000010614065,0.000010926607,0.00016073721,0.0000052330174,0.0005577094],"genre_scores_gemma":[0.9983132,0.00006541973,0.0006295897,0.000023585242,0.0000010923682,0.0000074368772,0.00021041011,0.0000035101896,0.0007458552],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99985766,0.0000067683195,0.0000040761106,0.000020617645,0.000049759015,0.00006116665],"domain_scores_gemma":[0.9997621,0.000015295042,0.000036464684,0.000004225165,0.00013515934,0.000046712623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013025432,0.00017435903,0.00015352726,0.001168979,0.0013922063,0.0005467068,0.00040575495,0.00025342466,0.0004784856],"category_scores_gemma":[0.00025994296,0.00015098894,0.000087554414,0.0010713802,0.00035458524,0.00017195068,0.00026908788,0.00018977385,0.0001026908],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011940379,0.00008371753,0.8934527,0.000028272581,0.00003717906,0.0006275624,0.002014916,0.0003900481,0.09450499,0.00009464444,0.00032346565,0.008323113],"study_design_scores_gemma":[0.0000035132603,0.000025560037,0.99166894,0.000006508768,0.000013096764,0.00013328959,0.003177163,0.0007101788,0.0036205926,0.00002714445,0.00060990354,0.000004152459],"about_ca_topic_score_codex":0.76500005,"about_ca_topic_score_gemma":0.95060056,"teacher_disagreement_score":0.23499995,"about_ca_system_score_codex":0.0016746058,"about_ca_system_score_gemma":0.0030059644,"threshold_uncertainty_score":0.47276783},"labels":[],"label_agreement":null},{"id":"W2417685600","doi":"10.1139/cgj-2015-0585","title":"Thermal conductivity of geosynthetic clay liners","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Geosynthetic clay liner; Bentonite; Thermal conductivity; Gravimetric analysis; Materials science; Composite material; Thermogravimetric analysis; Geotechnical engineering; Geotextile; Water content; Geosynthetics; Hydraulic conductivity; Soil water; Geology; Chemistry; Soil science","score_opus":0.012626657120014756,"score_gpt":0.2150206535644112,"score_spread":0.20239399644439643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2417685600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988657,0.00008588746,0.0005577923,0.0000083617315,0.0000024221847,0.000005026816,0.0001584048,0.000019124283,0.00029728306],"genre_scores_gemma":[0.998823,0.00005771791,0.00046980122,0.000008397902,9.729895e-7,0.0000066035814,0.00016131756,0.00000805404,0.00046427053],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997807,0.000019705536,0.000017991426,0.00006144514,0.00008771795,0.000032380518],"domain_scores_gemma":[0.9997483,0.000056843237,0.000067033034,0.000016969308,0.00008078814,0.000030075247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018173059,0.0002592759,0.0002189766,0.00033183084,0.00014222882,0.00031935913,0.00020587996,0.00028408723,0.0012062714],"category_scores_gemma":[0.00043275088,0.00018161385,0.00017733767,0.00032844365,0.0003226284,0.0002748519,0.00017270754,0.00024257675,0.00016739062],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011576612,0.000007003009,0.0013866733,0.000051293016,0.0000060009515,0.00004747943,0.00007748066,0.0006206426,0.9962359,0.00002370283,0.000017169463,0.001410799],"study_design_scores_gemma":[0.000010249729,0.00029824802,0.038399715,0.000014212626,0.000019600577,0.00014002767,0.00029089546,0.0032182217,0.95679194,0.000034327466,0.0007590463,0.000023481292],"about_ca_topic_score_codex":0.001961627,"about_ca_topic_score_gemma":0.004104864,"teacher_disagreement_score":0.001961627,"about_ca_system_score_codex":0.0003846969,"about_ca_system_score_gemma":0.0001040998,"threshold_uncertainty_score":0.0040354133},"labels":[],"label_agreement":null},{"id":"W2435937798","doi":"10.1016/j.jenvman.2016.05.065","title":"Geomembrane applications for controlling diffusive migration of petroleum hydrocarbons in cold region environments","year":2016,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Antarctic Division","keywords":"Geomembrane; High-density polyethylene; Environmental science; Permeation; Polyethylene; Environmental chemistry; Geotechnical engineering; Environmental engineering; Waste management; Materials science; Chemistry; Geology; Composite material","score_opus":0.006221385210826999,"score_gpt":0.20079364961987062,"score_spread":0.19457226440904363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2435937798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9654829,0.0018387336,0.02884165,0.00053957535,0.00015409812,0.000089081026,0.00021032766,0.0003166327,0.0025270693],"genre_scores_gemma":[0.9874164,0.00086232997,0.00981546,0.000069827576,0.000010909929,0.000046325935,0.00005094653,0.000012967408,0.0017147753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982846,0.000032813427,0.000011874448,0.000036567086,0.00005808052,0.000032122007],"domain_scores_gemma":[0.99969137,0.00008164737,0.00005727979,0.000024839374,0.00012368624,0.00002109492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003575667,0.00028636388,0.00024703259,0.00022894786,0.0004087281,0.0004934255,0.00035450107,0.0005768187,0.0007572377],"category_scores_gemma":[0.00046090392,0.00012282089,0.00022355464,0.00021423861,0.00019183659,0.00048436155,0.0004503581,0.00031181303,0.00017613679],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018708933,0.00006722618,0.0012513016,0.00013651323,0.000009462368,0.000053206866,0.00006687181,0.0018026383,0.9772888,0.00033285978,0.00032767473,0.018476412],"study_design_scores_gemma":[0.000015779695,0.00029817913,0.0011109259,0.00001126765,0.000017121494,0.000042586813,0.00011454703,0.01165787,0.98327005,0.000092600385,0.0033541832,0.000014853679],"about_ca_topic_score_codex":0.0020068027,"about_ca_topic_score_gemma":0.0041856356,"teacher_disagreement_score":0.0020068027,"about_ca_system_score_codex":0.00052152766,"about_ca_system_score_gemma":0.00035549403,"threshold_uncertainty_score":0.0039902925},"labels":[],"label_agreement":null},{"id":"W2438273438","doi":"10.1016/j.geotexmem.2016.06.003","title":"Sorption and diffusion of bisphenol-A (BPA) through a geosynthetic clay liner (GCL)","year":2016,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Canada Foundation for Innovation; Killam Trusts; Ontario Innovation Trust","keywords":"Geosynthetic clay liner; Geomembrane; Geotextile; Sorption; Geotechnical engineering; Bisphenol A; Diffusion; Geosynthetics; Porosity; Composite number; Materials science; High-density polyethylene; Infiltration (HVAC); Composite material; Environmental science; Chemistry; Soil science; Geology; Polyethylene; Hydraulic conductivity; Soil water; Adsorption; Epoxy; Thermodynamics","score_opus":0.006247977333526377,"score_gpt":0.19628076079423426,"score_spread":0.19003278346070787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2438273438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99893063,0.00006675961,0.00053624675,0.000026450296,0.0000035947692,0.000006634044,0.000077914985,0.000036040597,0.0003158595],"genre_scores_gemma":[0.99687755,0.00013185099,0.0010904198,0.000018813982,0.0000029779458,0.000005638712,0.00009219379,0.000012839863,0.0017676832],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998306,0.000023090748,0.0000076705255,0.000047225672,0.000054697746,0.00003674153],"domain_scores_gemma":[0.9998776,0.00003687725,0.00002896232,0.000010045679,0.000026230135,0.000020267726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018589401,0.00022125368,0.00019885122,0.00016649158,0.0002829371,0.00034048175,0.00030055933,0.00035590705,0.0013011168],"category_scores_gemma":[0.0002492159,0.0001273029,0.00022411488,0.00014413625,0.00021912865,0.0003457913,0.00026951666,0.0003452965,0.0004987265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021385112,0.000047406204,0.00045978773,0.00003694616,0.000006463068,0.00003521244,0.000047799895,0.0007260146,0.9964161,0.00007015042,0.00006381441,0.0018764769],"study_design_scores_gemma":[0.000022329148,0.00048708057,0.002015169,0.0000021905814,0.000009218717,0.000036412748,0.00006923415,0.009558231,0.9871006,0.000016860502,0.00067090953,0.000011770708],"about_ca_topic_score_codex":0.009112755,"about_ca_topic_score_gemma":0.0055178213,"teacher_disagreement_score":0.009112755,"about_ca_system_score_codex":0.0005102676,"about_ca_system_score_gemma":0.0003147568,"threshold_uncertainty_score":0.018119395},"labels":[],"label_agreement":null},{"id":"W2442641372","doi":"10.1680/jgein.16.00009","title":"Diffusion of bisphenol-A (BPA) through an HDPE geomembrane","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geomembrane; High-density polyethylene; Pentachlorophenol; Diffusion; Bisphenol A; Permeation; Chemistry; Polyethylene; Bisphenol; Materials science; Chemical engineering; Environmental chemistry; Composite material; Organic chemistry; Thermodynamics","score_opus":0.012392557724605027,"score_gpt":0.2461420134628635,"score_spread":0.23374945573825845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2442641372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935156,0.00022784625,0.0050279913,0.000100916106,0.000016515787,0.000023683147,0.00018895946,0.000033599146,0.00086483156],"genre_scores_gemma":[0.9847912,0.0008646501,0.009676629,0.00004571513,0.000007822824,0.000037747424,0.0002692948,0.000011590264,0.0042953133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998753,0.00001835144,0.000007555414,0.00003910201,0.000037985632,0.000021647193],"domain_scores_gemma":[0.99985814,0.000057789464,0.000026494556,0.0000127143985,0.000032666965,0.000012215603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024944387,0.00027682932,0.00022543075,0.00014637657,0.00042118205,0.00031278635,0.00021308962,0.0004171372,0.00076110096],"category_scores_gemma":[0.00025938195,0.00014156259,0.00019752128,0.0001386475,0.0002353664,0.0004859864,0.00023678307,0.00034336644,0.00025379026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049401566,0.000011478591,0.0001772453,0.000024107645,0.0000031588504,0.000037249385,0.000021815447,0.00026537196,0.9983581,0.00010795429,0.00002233911,0.0009217786],"study_design_scores_gemma":[0.00000853938,0.00012690418,0.0009616865,0.0000043599584,0.000005872961,0.000057987327,0.000039684342,0.002415777,0.9948427,0.00006807036,0.0014614121,0.0000070367205],"about_ca_topic_score_codex":0.0034865127,"about_ca_topic_score_gemma":0.0016349715,"teacher_disagreement_score":0.0034865127,"about_ca_system_score_codex":0.000521114,"about_ca_system_score_gemma":0.00040855474,"threshold_uncertainty_score":0.0069324374},"labels":[],"label_agreement":null},{"id":"W2462557064","doi":"10.14288/1.0042327","title":"Fling it, flail it, squirt it, spray it, spread it, shred it, sleigh it, lay it, application technologies A to Zed","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer security; Computer science","score_opus":0.008652393135354059,"score_gpt":0.19394170355325835,"score_spread":0.18528931041790428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2462557064","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03782694,0.032206513,0.131266,0.014814301,0.007955634,0.00077095046,0.0011295725,0.006286913,0.76774323],"genre_scores_gemma":[0.079882056,0.03454099,0.07860049,0.0057767206,0.00076752435,0.00020093516,0.00077750464,0.00073274225,0.7987209],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99929,0.00007161353,0.00003773725,0.00010431828,0.00040459467,0.00009168547],"domain_scores_gemma":[0.9995216,0.000080897335,0.000054295117,0.000055693214,0.00021480896,0.00007265552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000608242,0.0008190376,0.00030169706,0.0013460412,0.0018235589,0.0040133055,0.0008129056,0.0014697612,0.027164677],"category_scores_gemma":[0.0008204815,0.00027851277,0.0003569691,0.0013179573,0.00208296,0.0024854029,0.0011830251,0.0014189861,0.020158403],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010465585,0.00014554351,0.0045670336,0.0012398246,0.00001728592,0.00045526552,0.0013210394,0.0007497692,0.067123115,0.020940566,0.11017529,0.7931606],"study_design_scores_gemma":[0.0000049446808,0.00010453679,0.0031222242,0.00014793668,0.000009092449,0.00040947835,0.00091516704,0.00037216218,0.013729817,0.0014348958,0.9797182,0.00003145182],"about_ca_topic_score_codex":0.027622089,"about_ca_topic_score_gemma":0.09282904,"teacher_disagreement_score":0.027622089,"about_ca_system_score_codex":0.0016224633,"about_ca_system_score_gemma":0.0018165377,"threshold_uncertainty_score":0.09087485},"labels":[],"label_agreement":null},{"id":"W2468960336","doi":"10.1061/(asce)gt.1943-5606.0001566","title":"Hydraulic Performance of Overlapped Geosynthetic Clay Liner Seams Requiring Field-Applied Supplemental Bentonite","year":2016,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Wrinkle; Bentonite; Geotechnical engineering; Geology; Flow (mathematics); Geomembrane; Hydraulic conductivity; Materials science; Composite material; Soil water; Soil science; Mechanics","score_opus":0.0038494408485797004,"score_gpt":0.18185011107385585,"score_spread":0.17800067022527616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2468960336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99978215,0.000014179882,0.00010505801,0.0000030719098,0.0000014244948,0.000001998928,0.00002914936,0.0000067788606,0.00005626896],"genre_scores_gemma":[0.99944955,0.000018266743,0.00022338437,0.0000048558136,9.988385e-7,0.0000040369296,0.000053489777,0.0000027269057,0.00024264939],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998011,0.000022957205,0.00001581034,0.000043649332,0.000060494505,0.000055912213],"domain_scores_gemma":[0.99979144,0.000037136815,0.000052281426,0.00002245444,0.00004627392,0.00005037498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002511875,0.0002678074,0.0003878588,0.00019242665,0.0002243751,0.00032453146,0.000287523,0.00034306475,0.001330839],"category_scores_gemma":[0.0003453332,0.00012220931,0.00024300451,0.00022082248,0.0002710484,0.00033778697,0.00036203966,0.00025787312,0.0001631685],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006285928,0.000064551365,0.002481562,0.000048068086,0.000013328449,0.0000734666,0.00009982857,0.0018097819,0.99218494,0.000026592468,0.000032831176,0.0025364333],"study_design_scores_gemma":[0.000048529222,0.003115198,0.040911824,0.000010323672,0.00003644285,0.00007875538,0.0005926226,0.013747487,0.94047034,0.000045161447,0.0009052093,0.00003809738],"about_ca_topic_score_codex":0.001984027,"about_ca_topic_score_gemma":0.002882702,"teacher_disagreement_score":0.001984027,"about_ca_system_score_codex":0.00033691552,"about_ca_system_score_gemma":0.00027892625,"threshold_uncertainty_score":0.004452169},"labels":[],"label_agreement":null},{"id":"W2469636494","doi":"10.1016/j.geotexmem.2016.06.002","title":"Potential hydraulic barrier performance of cyclic organic carbonate modified bentonite complexes against hyper-salinity","year":2016,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Agence Nationale pour la Gestion des Déchets Radioactifs; Australian Research Council; Monash University","keywords":"Bentonite; Hydraulic conductivity; Sodium carbonate; Chemistry; Ionic strength; Carbonate; Materials science; Sodium; Geology; Geotechnical engineering; Soil science; Soil water; Organic chemistry","score_opus":0.006872811918527165,"score_gpt":0.19283018864308996,"score_spread":0.18595737672456278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2469636494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993555,0.0001748087,0.0001722573,0.000011519386,0.000005606145,0.0000044455855,0.00003875089,0.0000062288746,0.00023084146],"genre_scores_gemma":[0.9992262,0.00010469372,0.00014116916,0.000006948244,0.0000012227638,0.0000030963183,0.00005143982,0.000002201441,0.00046297317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998578,0.000020162948,0.000009828333,0.000024593304,0.000037175283,0.00005047912],"domain_scores_gemma":[0.99981827,0.000037347007,0.00004216364,0.000010987112,0.000057857855,0.00003339578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001936309,0.0002458725,0.00017387375,0.00013711804,0.00015933126,0.00032473818,0.00033343225,0.00035644695,0.001586987],"category_scores_gemma":[0.0003848051,0.000114855364,0.00015699898,0.00015067427,0.00018776144,0.00036111102,0.00017476165,0.00027417354,0.00016976052],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055712106,0.00004670326,0.00043601132,0.00012291697,0.000020163592,0.00004485082,0.00006772285,0.00078220246,0.9955395,0.00012440076,0.00007930201,0.0021790778],"study_design_scores_gemma":[0.000018763783,0.0006951959,0.0023029323,0.000008326283,0.000028314182,0.000036300244,0.000100966805,0.0024097336,0.9933477,0.0000205351,0.0010174847,0.000013740241],"about_ca_topic_score_codex":0.002708324,"about_ca_topic_score_gemma":0.002458332,"teacher_disagreement_score":0.002708324,"about_ca_system_score_codex":0.00024518682,"about_ca_system_score_gemma":0.00019094713,"threshold_uncertainty_score":0.005385101},"labels":[],"label_agreement":null},{"id":"W2470784834","doi":"10.1016/j.wasman.2016.05.006","title":"Partitioning and diffusion of PBDEs through an HDPE geomembrane","year":2016,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Terrafix Geosynthetics; Killam Trusts; Ontario Innovation Trust","keywords":"Geomembrane; High-density polyethylene; Polybrominated diphenyl ethers; Leachate; Diffusion; Environmental chemistry; Environmental science; Congener; Municipal solid waste; Polyethylene; Environmental engineering; Chemistry; Waste management; Geotechnical engineering; Geology; Organic chemistry; Engineering; Pollutant; Thermodynamics","score_opus":0.010303634543145444,"score_gpt":0.21571906606104022,"score_spread":0.20541543151789476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470784834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987752,0.00007095206,0.00052380946,0.000021961989,0.0000031442282,0.0000056684644,0.0000406757,0.0000048021684,0.0005539304],"genre_scores_gemma":[0.9970499,0.00015286324,0.0006222324,0.000012372391,0.0000023964624,0.00000682058,0.000044731034,0.00000429973,0.0021043154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998691,0.000022531305,0.0000059374856,0.000039328705,0.000027804415,0.000035249854],"domain_scores_gemma":[0.9999168,0.000037053374,0.000012563042,0.00000767243,0.000018677294,0.000007248236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002332706,0.00020120858,0.0002243907,0.00016241938,0.00039325864,0.00048328878,0.00024396168,0.00033118768,0.00096166355],"category_scores_gemma":[0.00025378738,0.00014507277,0.00019469523,0.000119062184,0.00025608455,0.00067414105,0.00028532825,0.00030618644,0.00022793874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066092395,0.000096323296,0.0018481783,0.00008983783,0.000015358803,0.00009156587,0.00015386622,0.0018226041,0.9898802,0.00070235424,0.00008380645,0.0045550857],"study_design_scores_gemma":[0.000021695236,0.00030381928,0.0022233068,0.0000045652973,0.000011024607,0.00003949303,0.00016109966,0.0058999225,0.9902884,0.000117851225,0.00092046964,0.000008432627],"about_ca_topic_score_codex":0.0076268343,"about_ca_topic_score_gemma":0.0048993137,"teacher_disagreement_score":0.0076268343,"about_ca_system_score_codex":0.0006510206,"about_ca_system_score_gemma":0.00037193447,"threshold_uncertainty_score":0.015164852},"labels":[],"label_agreement":null},{"id":"W2472429990","doi":"10.2495/wm160321","title":"Short-term and long-term studies of the co-treatment of landfill leachate and municipal wastewater","year":2016,"lang":"en","type":"article","venue":"WIT transactions on ecology and the environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Leachate; Term (time); Environmental science; Wastewater; Waste management; Environmental engineering; Engineering","score_opus":0.020534494983565597,"score_gpt":0.24946818094163317,"score_spread":0.22893368595806757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2472429990","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99734336,0.001263849,0.0006766828,0.000028422,0.000030231065,0.000044658766,0.0001817353,0.000008002777,0.00042318704],"genre_scores_gemma":[0.9945905,0.0010455907,0.0014855145,0.00005720206,0.000033571665,0.00013635079,0.00047548523,0.00000831818,0.002167488],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99897397,0.00019153599,0.00014767594,0.00021733822,0.00033376444,0.00013576806],"domain_scores_gemma":[0.99878436,0.00027927518,0.00027219247,0.00008860864,0.000463049,0.00011250299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011192056,0.00044931198,0.0012963667,0.00034022055,0.0005291445,0.00075218646,0.00040688016,0.00083674147,0.0006738286],"category_scores_gemma":[0.0008822309,0.00017242056,0.001103763,0.00061199383,0.00028382734,0.0006388159,0.0008015419,0.000700393,0.00028046488],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014329548,0.0009953976,0.0055119004,0.00054475834,0.0001299045,0.0001544179,0.0002162573,0.0007308428,0.98097205,0.000058182217,0.00007929718,0.009173981],"study_design_scores_gemma":[0.00003221733,0.02067868,0.04792049,0.000042510816,0.0003188743,0.0002605432,0.0005706784,0.0016816505,0.92555124,0.00009185744,0.0027801986,0.00007103583],"about_ca_topic_score_codex":0.0017854084,"about_ca_topic_score_gemma":0.0036604863,"teacher_disagreement_score":0.0017854084,"about_ca_system_score_codex":0.0006120201,"about_ca_system_score_gemma":0.0005330591,"threshold_uncertainty_score":0.0059190392},"labels":[],"label_agreement":null},{"id":"W2506931016","doi":"10.1061/9780784480083.024","title":"Effects of Sample Preparation Methods on the Properties of a Cohesive Soil","year":2016,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"Newcastle University","keywords":"Sample (material); Computer science; Environmental science; Chemistry; Chromatography","score_opus":0.020467076514119917,"score_gpt":0.2725758311571448,"score_spread":0.25210875464302485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2506931016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9719187,0.003713942,0.02102417,0.00022640536,0.00020222859,0.0004917856,0.0005797677,0.00018222116,0.0016608818],"genre_scores_gemma":[0.96185225,0.0024996498,0.032446254,0.00027034423,0.00008652917,0.0005884918,0.001045813,0.00018155939,0.0010289514],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982078,0.00050071167,0.0003204522,0.00028253606,0.0005714417,0.000117042015],"domain_scores_gemma":[0.99588084,0.0021534031,0.00078960374,0.00043303866,0.0006250105,0.000118093456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016695093,0.00081745285,0.00044861162,0.00061025546,0.00053064886,0.00051928504,0.00031126474,0.00049217016,0.0015342613],"category_scores_gemma":[0.0045952196,0.00042921113,0.0003807545,0.00052757876,0.0005600047,0.00045315243,0.00035927634,0.00061449537,0.00035527008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069585856,0.00016622634,0.0046776314,0.0004597327,0.00008447375,0.00019953932,0.0002855027,0.0002974917,0.9841601,0.000060658596,0.000116246934,0.008796452],"study_design_scores_gemma":[0.000024434798,0.0017797566,0.01609167,0.000055153065,0.00018345019,0.0004312492,0.00022720729,0.0004940222,0.97758317,0.000055329656,0.0030468018,0.00002770777],"about_ca_topic_score_codex":0.00039811552,"about_ca_topic_score_gemma":0.0013745276,"teacher_disagreement_score":0.0016695093,"about_ca_system_score_codex":0.00011773988,"about_ca_system_score_gemma":0.00019033925,"threshold_uncertainty_score":0.008829296},"labels":[],"label_agreement":null},{"id":"W2508429587","doi":"10.1061/9780784480144.014","title":"Estimation of Landfill Methane Emissions Using Stochastic Search","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Methane; Methane emissions; Environmental science; Municipal solid waste; Atmospheric dispersion modeling; Dispersion (optics); Environmental engineering; Landfill gas; Greenhouse gas; Atmospheric methane; Waste management; Air pollution; Engineering; Chemistry; Geology","score_opus":0.0239044729026581,"score_gpt":0.27981292848765293,"score_spread":0.2559084555849948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508429587","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37892196,0.0004187893,0.61670256,0.00020390452,0.000013283014,0.00007299564,0.00018035264,0.00044063712,0.0030455065],"genre_scores_gemma":[0.9565413,0.000119458105,0.04244225,0.000017561624,0.0000070266024,0.0000727091,0.00013524685,0.000013320587,0.0006510878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997366,0.00011937194,0.000012530389,0.000036150912,0.00006946177,0.000025918938],"domain_scores_gemma":[0.99918205,0.00058022916,0.00013424346,0.000020485531,0.000063384316,0.000019650866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006287921,0.0004905643,0.0006226404,0.0009088693,0.00022123576,0.00049860595,0.000432001,0.00068514684,0.00046226502],"category_scores_gemma":[0.002050325,0.00034182012,0.00045700825,0.000687508,0.00036977587,0.00035979477,0.00038897336,0.00026694706,0.00006905062],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013024199,0.0000067550545,0.00044211422,0.000005626888,0.000009138334,0.0000059952717,0.0000023899727,0.9963205,0.0001875677,0.00044353257,0.000025067931,0.0025383246],"study_design_scores_gemma":[0.0000027817107,0.000005670281,0.00011841329,9.4573556e-7,0.0000011523083,0.0000014076,0.0000013617268,0.9994993,0.000098486984,0.00024762578,0.00002177718,9.4846604e-7],"about_ca_topic_score_codex":0.018268326,"about_ca_topic_score_gemma":0.0129962275,"teacher_disagreement_score":0.018268326,"about_ca_system_score_codex":0.0008773939,"about_ca_system_score_gemma":0.0014104572,"threshold_uncertainty_score":0.036323965},"labels":[],"label_agreement":null},{"id":"W2510056611","doi":"10.1680/jgein.16.00017","title":"Physical and hydraulic response of geomembrane wrinkles underlying saturated fine tailings","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Wrinkle; Tailings; Materials science; High-density polyethylene; Geotechnical engineering; Linear low-density polyethylene; Polyethylene; Composite material; Slurry; Geology; Metallurgy","score_opus":0.01659387022400218,"score_gpt":0.25851406739697014,"score_spread":0.24192019717296795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2510056611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99974114,0.000034788973,0.00011029237,0.0000029193493,0.0000015361518,0.0000034040738,0.000032022002,0.000004677434,0.00006923544],"genre_scores_gemma":[0.99950457,0.000036513746,0.00017129461,0.0000045307747,0.0000011025155,0.0000050561657,0.000046603996,0.0000024241338,0.0002279312],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998424,0.000015875508,0.000014812752,0.000032990105,0.00004655302,0.0000473395],"domain_scores_gemma":[0.9996958,0.00007739827,0.00007654602,0.000028176257,0.00006643777,0.000055842276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017516823,0.0002921478,0.00025189717,0.00015538248,0.00020798956,0.0002899407,0.00021170746,0.0003433761,0.0010909339],"category_scores_gemma":[0.00046785976,0.00017628566,0.0001924795,0.00017097023,0.0003759194,0.00035304308,0.00029335325,0.00029349228,0.00010419803],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003664034,0.00003649418,0.0021059106,0.00004129441,0.0000064027454,0.000069752234,0.000096488315,0.00055510947,0.9951343,0.0000135997625,0.000010557058,0.0015636595],"study_design_scores_gemma":[0.000024077057,0.0018350799,0.08910038,0.000011047844,0.000020401103,0.000120642166,0.00062113436,0.004069724,0.9035639,0.000057057092,0.00055432395,0.000022238331],"about_ca_topic_score_codex":0.0012493059,"about_ca_topic_score_gemma":0.0020447362,"teacher_disagreement_score":0.0012493059,"about_ca_system_score_codex":0.00019702433,"about_ca_system_score_gemma":0.0001722896,"threshold_uncertainty_score":0.0036495924},"labels":[],"label_agreement":null},{"id":"W2510165560","doi":"10.1061/9780784480144.043","title":"Hydraulic Conductivity of Bentonite-Polymer Geosynthetic Clay Liners in Coal Combustion Product Leachates","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"U.S. Environmental Protection Agency","keywords":"Leachate; Hydraulic conductivity; Bentonite; Geosynthetic clay liner; Materials science; Conductivity; Coal; Geotechnical engineering; Composite material; Chemistry; Waste management; Environmental science; Geology; Environmental chemistry; Soil water; Soil science; Engineering","score_opus":0.01208908819361095,"score_gpt":0.22735847166469164,"score_spread":0.21526938347108068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2510165560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922395,0.000060423157,0.000401802,0.0000097675975,0.0000012379205,0.0000049861083,0.00008982021,0.000011889949,0.0001962022],"genre_scores_gemma":[0.99874383,0.00007562978,0.0004935867,0.000010694185,9.158922e-7,0.000009760931,0.0000928998,0.0000056118474,0.0005671325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997533,0.000044148353,0.000024954837,0.000056121564,0.000080652215,0.000040820505],"domain_scores_gemma":[0.9997465,0.000071002374,0.00006422297,0.000012271099,0.000074045005,0.00003192201],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003849741,0.00023335556,0.00017807254,0.00029562943,0.00017979264,0.00031072987,0.0001988135,0.00026739,0.00049803953],"category_scores_gemma":[0.0005410523,0.00012952865,0.00017648513,0.00025592296,0.00025560692,0.00037353238,0.00027504616,0.00019822067,0.000101794816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016164444,0.000011717662,0.002130876,0.000037471033,0.0000056824933,0.0000340648,0.00008579143,0.00055905414,0.9953956,0.000028846222,0.000013695611,0.0015356097],"study_design_scores_gemma":[0.0000058799696,0.00030893908,0.009837105,0.000007623279,0.000011509676,0.00003773849,0.00019809265,0.0017124234,0.98752594,0.000024660894,0.00031997391,0.000010089239],"about_ca_topic_score_codex":0.002607388,"about_ca_topic_score_gemma":0.004643492,"teacher_disagreement_score":0.002607388,"about_ca_system_score_codex":0.000480493,"about_ca_system_score_gemma":0.00017074314,"threshold_uncertainty_score":0.0051844716},"labels":[],"label_agreement":null},{"id":"W2512778599","doi":"10.1016/j.wasman.2016.08.012","title":"Optimization of a landfill gas collection shutdown based on an adapted first-order decay model","year":2017,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Biothermica (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biogas; Variable (mathematics); Fraction (chemistry); Landfill gas; Shutdown; Minification; Waste management; Environmental science; Municipal solid waste; Engineering; Statistics; Mathematics; Mathematical optimization; Nuclear engineering; Chemistry","score_opus":0.015414877010664118,"score_gpt":0.23014344883808677,"score_spread":0.21472857182742264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2512778599","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36142772,0.0006687286,0.6034004,0.0008451624,0.00017769932,0.0002950842,0.0005649301,0.0011735758,0.031446636],"genre_scores_gemma":[0.9821101,0.00012060808,0.011667816,0.000054063123,0.00001144005,0.00017146966,0.00015046421,0.000100215955,0.0056136795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997125,0.00007900106,0.000009487656,0.00004696249,0.000060527404,0.00009145834],"domain_scores_gemma":[0.9994295,0.000354246,0.000048902104,0.000027195287,0.000101855825,0.000038326714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076425116,0.0011122248,0.002071986,0.000539938,0.0008480428,0.0017655393,0.0010251856,0.0021516667,0.0037516337],"category_scores_gemma":[0.0012875121,0.0008011555,0.0011986563,0.0005625831,0.000681,0.0007736654,0.00083343557,0.001379241,0.00030257995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031009848,0.000013652878,0.000084717896,0.000018584513,0.0000069445646,0.000020487092,0.0000070051083,0.99764806,0.0005567525,0.00051194616,0.000082226674,0.0010186167],"study_design_scores_gemma":[0.000009129268,0.00001473328,0.00007211697,0.0000019433535,0.000006421166,0.0000025650993,0.0000054314964,0.9993869,0.00026486506,0.00014765329,0.000085507265,0.0000027158658],"about_ca_topic_score_codex":0.02856537,"about_ca_topic_score_gemma":0.014545248,"teacher_disagreement_score":0.02856537,"about_ca_system_score_codex":0.0014520821,"about_ca_system_score_gemma":0.0028438752,"threshold_uncertainty_score":0.05679822},"labels":[],"label_agreement":null},{"id":"W2513957086","doi":"10.1061/9780784480168.070","title":"Interface Transmissivity of Multicomponent GCLs","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Government of Ontario","keywords":"Interface (matter); Materials science; Composite material; Stress (linguistics); Head (geology); Geotechnical engineering; Geology; Wetting","score_opus":0.00869901001838593,"score_gpt":0.22671599442090684,"score_spread":0.2180169844025209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513957086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995767,0.00036495438,0.002579057,0.000017606693,0.000013395412,0.000015973148,0.000120431156,0.00011147561,0.0010102323],"genre_scores_gemma":[0.9931954,0.00025430112,0.0042491886,0.000040167462,0.0000059588924,0.000022410632,0.00014648477,0.000059136564,0.0020269966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955064,0.00004305516,0.000021202894,0.0000912478,0.00023773905,0.00005611442],"domain_scores_gemma":[0.9992225,0.00023054192,0.000108459375,0.00007394355,0.00031073586,0.0000537419],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056010904,0.00038846993,0.0002309139,0.00091613515,0.00030747708,0.00049499236,0.00039977938,0.00039965194,0.0027069848],"category_scores_gemma":[0.0007858213,0.00030155902,0.00026156587,0.0006110228,0.00036792594,0.00037341221,0.000436716,0.00053281354,0.00028138785],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012280735,0.000021146856,0.0013730432,0.000058454138,0.000010407194,0.00006729539,0.00011565568,0.0005553437,0.9937348,0.000059956245,0.000059956932,0.0038211483],"study_design_scores_gemma":[0.000010052289,0.00034336135,0.012039486,0.000016744461,0.000024088353,0.00013665736,0.0002033212,0.001479436,0.984432,0.000028786519,0.0012704667,0.000015570404],"about_ca_topic_score_codex":0.0025782087,"about_ca_topic_score_gemma":0.004342751,"teacher_disagreement_score":0.0027069848,"about_ca_system_score_codex":0.00056422176,"about_ca_system_score_gemma":0.00023804755,"threshold_uncertainty_score":0.009055734},"labels":[],"label_agreement":null},{"id":"W2514213742","doi":"10.1061/9780784480182.011","title":"A Preliminary Study of the Bentonite Self-Healing of Slits in a GCL upon Full Hydration","year":2016,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Research and Innovation Foundation; China Scholarship Council; Government of Ontario","keywords":"Bentonite; Geosynthetic clay liner; Self-healing; Materials science; Geotechnical engineering; Geology; Hydraulic conductivity; Medicine; Soil science; Pathology","score_opus":0.00942341878945811,"score_gpt":0.2240353815957464,"score_spread":0.2146119628062883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514213742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856526,0.00017334636,0.0007736587,0.0000143722,0.000005295189,0.000016445687,0.00007724485,0.000029786452,0.00034469916],"genre_scores_gemma":[0.996931,0.00011751365,0.0018124855,0.000014351032,0.0000021332858,0.000011490848,0.00008418096,0.000013426132,0.0010134702],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998932,0.000008678555,0.0000070492592,0.000022317778,0.00004020615,0.000028595252],"domain_scores_gemma":[0.9996654,0.00008979248,0.00006383784,0.000040457817,0.000086241715,0.000054255357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025744102,0.00017184381,0.00019590001,0.0001457312,0.00028344902,0.00018710288,0.00019470952,0.0002904988,0.0009276413],"category_scores_gemma":[0.00035999034,0.00012397744,0.00016669871,0.000169498,0.00033036055,0.0002745575,0.0001885082,0.00046112604,0.00013400524],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025515861,0.000008590938,0.00031124734,0.000033667744,0.000001678331,0.000051867428,0.00009585341,0.00006201245,0.9986123,0.0000108619715,0.000011541357,0.00077482045],"study_design_scores_gemma":[0.0000031190325,0.00046525247,0.012938091,0.0000075567636,0.000007667279,0.0001223534,0.000255378,0.00077977794,0.984373,0.000014092483,0.001025012,0.000008655515],"about_ca_topic_score_codex":0.0013135499,"about_ca_topic_score_gemma":0.0039549693,"teacher_disagreement_score":0.0013135499,"about_ca_system_score_codex":0.00015757984,"about_ca_system_score_gemma":0.00012620917,"threshold_uncertainty_score":0.0031031966},"labels":[],"label_agreement":null},{"id":"W2517334815","doi":"10.1139/cgj-2016-0026","title":"Antioxidant depletion in high-density polyethylene (HDPE) geomembrane with hindered amine light stabilizers (HALS) in low-pH heap leach environment","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Canadian Nuclear Safety Commission; Albert Einstein College of Medicine, Yeshiva University; Ministry of Environment","keywords":"High-density polyethylene; Chemistry; Geomembrane; Polyethylene; Antioxidant; Induction period; Nuclear chemistry; Materials science; Organic chemistry; Composite material","score_opus":0.0058876393581193615,"score_gpt":0.18573086916517242,"score_spread":0.17984322980705306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517334815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871457,0.00031635063,0.00061330525,0.000018845596,0.0000061672376,0.000007747801,0.00011224992,0.000017742099,0.00019295074],"genre_scores_gemma":[0.99586296,0.0005561332,0.0019882051,0.000022514429,0.0000036654806,0.000017836046,0.0001511698,0.0000078230405,0.0013897433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999205,0.00000965285,0.000008061552,0.000021915492,0.00002731454,0.000012504255],"domain_scores_gemma":[0.99987614,0.000022377071,0.00004839776,0.000005735267,0.000035789264,0.000011625624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022192176,0.0002120709,0.00022888432,0.00013467699,0.00013749629,0.00020734743,0.00015836282,0.00029131005,0.00037154162],"category_scores_gemma":[0.00020456073,0.00009870312,0.0002290234,0.00014205994,0.00013141894,0.00025329617,0.000185674,0.00030035625,0.00012650788],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000850661,0.0000096161375,0.00037965502,0.000059663755,0.000005415302,0.00004886151,0.000030611212,0.00012533503,0.9980411,0.000011256167,0.000013164928,0.0011902122],"study_design_scores_gemma":[0.0000033389429,0.00042166034,0.003129964,0.000006415171,0.000013018384,0.00006230829,0.000053152937,0.00048304241,0.9952083,0.000011379249,0.0006020148,0.000005354665],"about_ca_topic_score_codex":0.00062559434,"about_ca_topic_score_gemma":0.0013714286,"teacher_disagreement_score":0.00062559434,"about_ca_system_score_codex":0.00016051168,"about_ca_system_score_gemma":0.00013211377,"threshold_uncertainty_score":0.0012439489},"labels":[],"label_agreement":null},{"id":"W2517792197","doi":"10.1061/9780784480144.018","title":"Methane Oxidation as Measured with Gas Push Pull Testing","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Methane; Anaerobic oxidation of methane; TRACER; Plug flow; Chemistry; Methane gas; Plug flow reactor model; Analytical Chemistry (journal); Continuous stirred-tank reactor; Environmental chemistry; Thermodynamics; Organic chemistry; Nuclear physics; Physical chemistry","score_opus":0.016882842441588494,"score_gpt":0.21641748331019395,"score_spread":0.19953464086860545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517792197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98864484,0.00039214693,0.008281773,0.000054393426,0.000028303324,0.00008591107,0.00094545813,0.0001778561,0.0013892994],"genre_scores_gemma":[0.98234206,0.0009926369,0.011401964,0.000067839435,0.00001213386,0.00019409198,0.0012014613,0.000046473753,0.0037412385],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99924135,0.000064308355,0.00003388366,0.000148061,0.0004111176,0.00010141022],"domain_scores_gemma":[0.9995809,0.00013324723,0.000098567376,0.000028294562,0.00012967378,0.000029327897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005563913,0.00082443655,0.00030001107,0.00062367326,0.0003199479,0.00039606495,0.00041659933,0.00038848823,0.0013577898],"category_scores_gemma":[0.00066333945,0.00023626011,0.00038254657,0.00071223994,0.00031584766,0.0003966958,0.0005385851,0.0004552061,0.00034769866],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011757093,0.00003720866,0.0024514953,0.000046225297,0.000010908978,0.000040657203,0.00005850842,0.00013797877,0.9939605,0.000024254845,0.000043777378,0.0030709344],"study_design_scores_gemma":[0.0000059880736,0.00075731584,0.0115631595,0.000009069332,0.000026313877,0.000072055176,0.00012885196,0.0015531491,0.9850176,0.000042606956,0.0008095055,0.000014485703],"about_ca_topic_score_codex":0.0018338723,"about_ca_topic_score_gemma":0.0033924938,"teacher_disagreement_score":0.0018338723,"about_ca_system_score_codex":0.00027158228,"about_ca_system_score_gemma":0.00027737409,"threshold_uncertainty_score":0.004542291},"labels":[],"label_agreement":null},{"id":"W2520424267","doi":"10.1139/cgj-2016-0333","title":"A new laboratory apparatus for measuring leakage through geomembrane holes beneath mine tailings","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Tailings; Geotechnical engineering; Leakage (economics); Geology; Containment (computer programming); Materials science; Metallurgy","score_opus":0.01805038680103328,"score_gpt":0.22089772811602007,"score_spread":0.2028473413149868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2520424267","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.511053,0.00056532084,0.48263642,0.00014609308,0.00016898017,0.0007209765,0.00078229135,0.0028472063,0.0010795826],"genre_scores_gemma":[0.7868188,0.00047797046,0.20994684,0.00010155414,0.00003186638,0.0010485209,0.00036670532,0.0000661608,0.0011414528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986462,0.00015276886,0.00015393752,0.0002511896,0.00068621367,0.00010968943],"domain_scores_gemma":[0.9975884,0.00047630616,0.0005137713,0.00054868136,0.00074099295,0.00013189581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014626754,0.00063198205,0.0005290121,0.0009581014,0.00052918936,0.0005952853,0.0015213238,0.0010651828,0.0012834081],"category_scores_gemma":[0.0019366099,0.0004124994,0.0003838392,0.00043205862,0.000683039,0.0012154921,0.0009233315,0.0006491545,0.0004946113],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015106863,0.00009287332,0.0031359396,0.00021210009,0.00001175914,0.00008134819,0.000098031305,0.0010318874,0.97758526,0.0003097517,0.00018777644,0.01710219],"study_design_scores_gemma":[0.00007890351,0.001734297,0.010893483,0.000046863006,0.000056640572,0.00037190408,0.00012034916,0.012692038,0.96931356,0.00022939828,0.0043899543,0.0000726248],"about_ca_topic_score_codex":0.0005284265,"about_ca_topic_score_gemma":0.000958643,"teacher_disagreement_score":0.0015213238,"about_ca_system_score_codex":0.00047910243,"about_ca_system_score_gemma":0.0009201957,"threshold_uncertainty_score":0.007735431},"labels":[],"label_agreement":null},{"id":"W2525553436","doi":"10.1680/jgein.16.00022","title":"New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogy","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Subsoil; Geosynthetic clay liner; Water content; Clay minerals; Bentonite; Soil water; Geotechnical engineering; Geology; Soil science; Mineralogy; Hydraulic conductivity","score_opus":0.007934140645713147,"score_gpt":0.21400718845886152,"score_spread":0.20607304781314836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2525553436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943861,0.00077488844,0.0034495036,0.000045051165,0.00000418054,0.000008869645,0.00012538345,0.00003994507,0.0011661042],"genre_scores_gemma":[0.9985958,0.00020423402,0.00078535103,0.000009656808,0.0000016294,0.0000020093942,0.000055505367,0.000008780373,0.00033697285],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999324,0.0000066608795,0.000003482964,0.000019895122,0.000022801605,0.000014801686],"domain_scores_gemma":[0.99993277,0.000021761767,0.000016911705,0.0000052938817,0.000011691594,0.000011520721],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100512996,0.0002577372,0.0001825277,0.00019445682,0.000093180664,0.00030355368,0.00015009251,0.00018067217,0.0011966708],"category_scores_gemma":[0.00013606968,0.0001350301,0.00013900305,0.00015313104,0.00025580783,0.00041774366,0.0001893538,0.00032634617,0.00012702354],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000411641,0.000005555325,0.00089503307,0.00005191367,0.000003440201,0.00003527506,0.000050409006,0.00016530069,0.9971091,0.000046468278,0.000008199409,0.0015881492],"study_design_scores_gemma":[0.0000040387963,0.0003027447,0.04754146,0.0000106203015,0.000020163327,0.00022401818,0.0002455696,0.00242069,0.94728816,0.00019178493,0.0017363603,0.000014336294],"about_ca_topic_score_codex":0.00091908465,"about_ca_topic_score_gemma":0.0029037031,"teacher_disagreement_score":0.0011966708,"about_ca_system_score_codex":0.00013854376,"about_ca_system_score_gemma":0.00011280114,"threshold_uncertainty_score":0.0040032864},"labels":[],"label_agreement":null},{"id":"W2530887172","doi":"10.1177/0734242x16670000","title":"Characterisation of excavated fine fraction and waste composition from a Swedish landfill","year":2016,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"Kauno Technologijos Universitetas","keywords":"Fraction (chemistry); Environmental chemistry; Environmental science; Moisture; Mass fraction; Organic matter; Total organic carbon; Zinc; Heat of combustion; Chemistry; Waste management; Mineralogy; Metallurgy; Combustion; Materials science","score_opus":0.021101688536380597,"score_gpt":0.2743335991146918,"score_spread":0.2532319105783112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2530887172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976737,0.00026332517,0.001122488,0.0000071973536,0.000004543169,0.000013268813,0.0002691605,0.000022314794,0.0006239954],"genre_scores_gemma":[0.9951355,0.0005294464,0.0021087194,0.000018308217,0.0000057906973,0.000016946065,0.0006404438,0.000027891365,0.0015170731],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997875,0.000013631856,0.000015803282,0.00003514782,0.00010779939,0.000040125222],"domain_scores_gemma":[0.9998497,0.000036009376,0.00003555407,0.000011351966,0.000047017606,0.000020411822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014015725,0.00051842106,0.00060794846,0.0019546852,0.0006199373,0.00091010856,0.0002106664,0.0004179466,0.00095305126],"category_scores_gemma":[0.0002733886,0.00023390754,0.0003869477,0.001175962,0.00033634077,0.00028263972,0.0003367683,0.0001954023,0.00037989306],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062580087,0.00013438014,0.10219133,0.00059527275,0.000077988356,0.0023106404,0.0014169251,0.0030944697,0.83777577,0.000115073926,0.00016040124,0.05150183],"study_design_scores_gemma":[0.000015110367,0.00087958045,0.5939613,0.00020513278,0.00016352067,0.0054666917,0.004417613,0.003393953,0.38023332,0.00029258998,0.010887708,0.00008340572],"about_ca_topic_score_codex":0.0029266332,"about_ca_topic_score_gemma":0.0060865157,"teacher_disagreement_score":0.0029266332,"about_ca_system_score_codex":0.00020025522,"about_ca_system_score_gemma":0.00027267146,"threshold_uncertainty_score":0.0058192015},"labels":[],"label_agreement":null},{"id":"W2539501581","doi":"10.1016/j.matdes.2016.10.046","title":"Utilization of shale-clay mixtures as a landfill liner material to retain heavy metals","year":2016,"lang":"en","type":"article","venue":"Materials & Design","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; National Science Foundation","keywords":"Oil shale; Hydraulic conductivity; Compaction; Adsorption; Materials science; Geotechnical engineering; Clay minerals; Mineralogy; Waste management; Geology; Soil science; Chemistry; Engineering; Soil water","score_opus":0.03540160813433379,"score_gpt":0.26431909968544753,"score_spread":0.22891749155111374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2539501581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870634,0.00012119361,0.00066289946,0.000010020619,0.0000037156112,0.0000106119805,0.000023830504,0.000014393544,0.00044702424],"genre_scores_gemma":[0.9984261,0.00009181016,0.0007747539,0.0000057839616,0.0000013339089,0.000005080691,0.00002638241,0.000004440968,0.00066435465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981743,0.00003558518,0.000015004418,0.000026844404,0.00005932976,0.000045802564],"domain_scores_gemma":[0.9998672,0.000019204459,0.000037757858,0.0000101852975,0.000035761237,0.000029874705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025431372,0.00028010522,0.00024488475,0.00039550054,0.00027619425,0.0004961847,0.00028128995,0.0003047571,0.0008483875],"category_scores_gemma":[0.00024538234,0.00013822653,0.0003293781,0.00023950479,0.00015603799,0.00037465023,0.00028543736,0.00024277804,0.00022209021],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054446276,0.00017615712,0.00102365,0.00009312159,0.000014192788,0.00007440653,0.00003511047,0.0006173302,0.9923205,0.000066994646,0.00002820974,0.0050058574],"study_design_scores_gemma":[0.000009722123,0.0010588609,0.0018550865,0.0000043356795,0.000023527371,0.000047665355,0.000051712334,0.0013613807,0.9950842,0.000009795468,0.00048819234,0.0000054823754],"about_ca_topic_score_codex":0.0013249896,"about_ca_topic_score_gemma":0.0036945147,"teacher_disagreement_score":0.0013249896,"about_ca_system_score_codex":0.0002748962,"about_ca_system_score_gemma":0.00036586908,"threshold_uncertainty_score":0.0028381348},"labels":[],"label_agreement":null},{"id":"W2549493143","doi":"","title":"Effect of vertical stresses on GCL thermal conductivity","year":2014,"lang":"en","type":"article","venue":"7th International Congress on Environmental Geotechnics : iceg2014","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetic clay liner; Thermal conductivity; Moisture; Geotechnical engineering; Materials science; Composite number; Thermal; Water content; Composite material; Environmental science; Hydraulic conductivity; Geology; Soil science; Soil water; Meteorology","score_opus":0.006288985075111565,"score_gpt":0.2432187009264883,"score_spread":0.23692971585137676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2549493143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989938,0.00017892489,0.00028877796,0.000030605912,0.000011101485,0.0000027463848,0.00008228916,0.00002097674,0.00039076855],"genre_scores_gemma":[0.9994887,0.000071475064,0.00018022083,0.00001291257,0.0000028797992,0.0000036034003,0.00005028016,0.0000061938176,0.00018366794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968505,0.000036783924,0.00002984193,0.000052158688,0.0001110035,0.00008526377],"domain_scores_gemma":[0.99903584,0.00036011497,0.00021200735,0.00006355152,0.00021794428,0.000110618916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023749325,0.00034462134,0.00021528827,0.00022449512,0.00021996406,0.0005238131,0.00018552128,0.00041858197,0.0016123342],"category_scores_gemma":[0.00080614083,0.0001881647,0.00017813589,0.00028624455,0.00042278788,0.0003911699,0.00035431003,0.0005002019,0.00024559392],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027344626,0.000031321168,0.001597199,0.000050798175,0.000007930704,0.00008586858,0.00009443707,0.0010723113,0.9936511,0.00005984192,0.00005243748,0.0030233224],"study_design_scores_gemma":[0.0000058582905,0.00043046367,0.0059711556,0.000008036121,0.000008887307,0.000041636355,0.00017303883,0.0016229943,0.99108267,0.000029742767,0.00061530696,0.000010141514],"about_ca_topic_score_codex":0.0009214336,"about_ca_topic_score_gemma":0.0011134509,"teacher_disagreement_score":0.0016123342,"about_ca_system_score_codex":0.00032840326,"about_ca_system_score_gemma":0.00018852258,"threshold_uncertainty_score":0.005393803},"labels":[],"label_agreement":null},{"id":"W2549842885","doi":"10.2174/2212717803666160905114423","title":"Quantifying Methane Oxidation in Cover Soils of the Vancouver Landfill Using the Stable Isotope Technique","year":2016,"lang":"en","type":"article","venue":"Current Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Environmental chemistry; Environmental science; Flux (metallurgy); Isotopic signature; Soil water; Atmospheric methane; δ13C; Landfill gas; Isotopes of carbon; Fractionation; Soil gas; Soil science; Stable isotope ratio; Chemistry; Total organic carbon","score_opus":0.023298406429728677,"score_gpt":0.24114669795319224,"score_spread":0.21784829152346358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2549842885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991334,0.00006789982,0.00012721909,0.0000045739175,8.223482e-7,0.000009721846,0.00021864823,0.000005541296,0.00043216863],"genre_scores_gemma":[0.99768984,0.00021394019,0.00062978524,0.000013425567,0.0000015771003,0.000017899978,0.0006983816,0.000005469357,0.00072980666],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99977094,0.000010795464,0.000008376864,0.000044503715,0.00009914797,0.000066222754],"domain_scores_gemma":[0.9998754,0.000009732296,0.000020230758,0.000004293306,0.000065652326,0.000024548699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014528014,0.00048153242,0.0003629809,0.0012537267,0.0010875962,0.0010098336,0.0003496957,0.0002418735,0.00049881963],"category_scores_gemma":[0.00014137535,0.00024905437,0.00021014802,0.0015955353,0.00032683095,0.00017437748,0.00037095463,0.00023170344,0.00015459464],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056659256,0.00013444593,0.551042,0.00015309859,0.00007809539,0.0005502183,0.0011865847,0.001081692,0.42334545,0.0000903274,0.00015455119,0.021616904],"study_design_scores_gemma":[0.000009472476,0.00020644981,0.95809066,0.000018708592,0.000028965576,0.00017647947,0.0020372253,0.00148321,0.036466535,0.000039523038,0.0014260804,0.000016715378],"about_ca_topic_score_codex":0.33239654,"about_ca_topic_score_gemma":0.5835636,"teacher_disagreement_score":0.6676035,"about_ca_system_score_codex":0.0015661654,"about_ca_system_score_gemma":0.0014917366,"threshold_uncertainty_score":0.66092354},"labels":[],"label_agreement":null},{"id":"W2551326609","doi":"10.1139/cgj-2016-0375","title":"Performance of polymer-enhanced bentonite–sand mixture for covering arsenic-rich gold mine tailings for up to 4 years","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Resources Canada","keywords":"Tailings; Subgrade; Bentonite; Arsenic; Geosynthetic clay liner; Hydraulic conductivity; Geotechnical engineering; Geology; Soil water; Materials science; Metallurgy; Soil science","score_opus":0.009068392091346321,"score_gpt":0.21922622923532395,"score_spread":0.21015783714397762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2551326609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999231,0.00023281806,0.00031297083,0.000005751146,0.0000044857425,0.000009628061,0.00005613249,0.000018381954,0.00012873275],"genre_scores_gemma":[0.9972247,0.00025846728,0.0014564896,0.000008971168,0.0000029358257,0.000010913482,0.00013414847,0.000008816649,0.00089453475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999838,0.00001822831,0.000013472912,0.000045852546,0.00004779145,0.000036614892],"domain_scores_gemma":[0.9998253,0.000024084435,0.000041246443,0.000013896793,0.000054679673,0.000040843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001898039,0.0005888792,0.0004544021,0.00024816146,0.00026504425,0.00030110712,0.00028695582,0.00037991515,0.0005229583],"category_scores_gemma":[0.00024227603,0.00020866771,0.00036806398,0.00021102365,0.00013578802,0.00025488733,0.00030749262,0.00020957395,0.00022081469],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024810646,0.000029655188,0.0013244838,0.00007318056,0.00001587499,0.000035992383,0.000021038908,0.00031433185,0.99545693,0.0000039691254,0.000011470039,0.0024649377],"study_design_scores_gemma":[0.000008902052,0.0016568066,0.0092137465,0.000005823239,0.000032168136,0.00006823321,0.00005512441,0.0010851835,0.98726803,0.0000044479043,0.00059211976,0.000009385633],"about_ca_topic_score_codex":0.003128454,"about_ca_topic_score_gemma":0.0074920463,"teacher_disagreement_score":0.003128454,"about_ca_system_score_codex":0.0002806679,"about_ca_system_score_gemma":0.00019646194,"threshold_uncertainty_score":0.0062205195},"labels":[],"label_agreement":null},{"id":"W2556497996","doi":"","title":"Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles","year":2009,"lang":"en","type":"article","venue":"QSpace (Queen's University Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment; Ontario Centres of Excellence","keywords":"Shrinkage; Geosynthetic clay liner; Geotechnical engineering; Geology; Materials science; Composite material; Soil science; Soil water; Hydraulic conductivity","score_opus":0.005079255075137016,"score_gpt":0.18103732663426522,"score_spread":0.1759580715591282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2556497996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979213,0.00014810418,0.0011666212,0.0000074752274,0.000009040386,0.000031549564,0.00016481675,0.000025963946,0.00052521116],"genre_scores_gemma":[0.99374604,0.0003668914,0.0033533266,0.000028781671,0.000014724498,0.000075755794,0.00041863185,0.000031022144,0.001964895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996594,0.000035594556,0.00003213894,0.000084386804,0.000140654,0.000047836995],"domain_scores_gemma":[0.9991227,0.0001906336,0.00027238467,0.000103346625,0.00022808021,0.000082885315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040321774,0.00044582342,0.0003134646,0.00025827566,0.00021782274,0.00023685963,0.00029339298,0.00025596324,0.0014065359],"category_scores_gemma":[0.00072590064,0.00017662469,0.0003864528,0.00026567903,0.0003113416,0.0002294949,0.00030922887,0.00048612474,0.00035150393],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023840871,0.00020420631,0.0019461907,0.00006355259,0.000013499059,0.00010850321,0.00014364446,0.0005845472,0.99444807,0.000020900614,0.00004535078,0.0021831156],"study_design_scores_gemma":[0.000017118455,0.0071775904,0.022665353,0.000011923628,0.000050516453,0.00020070432,0.0001666292,0.0016288197,0.9671003,0.000033553537,0.00092850195,0.000018982588],"about_ca_topic_score_codex":0.0005754939,"about_ca_topic_score_gemma":0.0009817643,"teacher_disagreement_score":0.0014065359,"about_ca_system_score_codex":0.0001621319,"about_ca_system_score_gemma":0.000121123645,"threshold_uncertainty_score":0.0047053695},"labels":[],"label_agreement":null},{"id":"W2557721036","doi":"10.3846/16486897.2016.1210155","title":"GEOTECHNICAL CHARACTERISTICS OF EFFLUENT CONTAMINATED COHESIVE SOILS","year":2016,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Landscape Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Leachate; Effluent; Atterberg limits; Soil water; Contamination; Environmental science; Consolidation (business); Geotechnical engineering; Environmental engineering; Water content; Waste management; Geology; Soil science; Engineering","score_opus":0.002708982852769155,"score_gpt":0.16462471664354708,"score_spread":0.16191573379077792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557721036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994667,0.000021342183,0.0001192528,0.0000021381895,4.5046775e-7,0.0000046223804,0.00006687472,0.0000017653841,0.00031684228],"genre_scores_gemma":[0.9994986,0.000054687305,0.000093811745,0.0000032271403,7.1290185e-7,0.0000035090693,0.00011387198,6.881464e-7,0.00023089016],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986005,0.000016890843,0.000017501516,0.000022016919,0.000056363733,0.000027074557],"domain_scores_gemma":[0.9997054,0.000047473604,0.00011557907,0.000010157519,0.00008780366,0.00003353706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013953452,0.00023245245,0.00013931011,0.0009935881,0.00027871385,0.00040170958,0.0001016058,0.00023067622,0.0006457003],"category_scores_gemma":[0.0002654823,0.00011385987,0.000109715125,0.00067964755,0.00026099914,0.00016125278,0.00024486447,0.00011317522,0.00015648335],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037581398,0.00022634369,0.5735411,0.00014326,0.000039583025,0.00097441365,0.0010708143,0.0015229082,0.40970442,0.00012201667,0.00008243441,0.012196761],"study_design_scores_gemma":[0.000008571542,0.0010895593,0.92861015,0.000012962937,0.000028034787,0.000927661,0.0021768522,0.00075931905,0.06542609,0.00012603731,0.00081651576,0.000018159597],"about_ca_topic_score_codex":0.0021031287,"about_ca_topic_score_gemma":0.0036175186,"teacher_disagreement_score":0.0021031287,"about_ca_system_score_codex":0.00015321224,"about_ca_system_score_gemma":0.00016352425,"threshold_uncertainty_score":0.0041818023},"labels":[],"label_agreement":null},{"id":"W2557834685","doi":"10.1007/978-981-10-1926-5_37","title":"Finite-Discrete Element Analysis of Interface Shear Damage to HDPE Geomembrane in Contact with Gravel Drainage Layer","year":2016,"lang":"en","type":"book-chapter","venue":"Springer proceedings in physics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Geomembrane; High-density polyethylene; Drainage; Geotechnical engineering; Finite element method; Materials science; Displacement (psychology); Shear stress; Shear (geology); Polyethylene; Composite material; Geology; Structural engineering; Engineering","score_opus":0.013883985706031996,"score_gpt":0.23979116995440666,"score_spread":0.22590718424837467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557834685","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6251083,0.00079775933,0.35197508,0.00050313806,0.00013307575,0.00009032213,0.0005070236,0.0004956032,0.020389719],"genre_scores_gemma":[0.976121,0.00019232812,0.01523889,0.000046280406,0.000015304597,0.00004535255,0.00017700145,0.00006644547,0.008097394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988544,0.000022290506,0.000006101259,0.00001655422,0.000053415115,0.000016208262],"domain_scores_gemma":[0.99975604,0.00013989312,0.000019387695,0.000025879945,0.000047757014,0.000011010406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002824832,0.00032183764,0.0005197842,0.00038942357,0.00028320833,0.00074168044,0.0007308317,0.0012746844,0.0024519607],"category_scores_gemma":[0.00067919726,0.000271324,0.0004775943,0.00026214457,0.00065653614,0.0004159487,0.0005074319,0.0004975878,0.00032446586],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008726731,0.000086829066,0.0012446726,0.00008049821,0.0000223984,0.00014539165,0.00012564873,0.9608684,0.019633887,0.003054249,0.0004262796,0.014224418],"study_design_scores_gemma":[0.0000033405488,0.00001417161,0.00036385798,0.00000483424,0.000002409464,0.00001651308,0.000030551008,0.996846,0.0018635817,0.00055191544,0.00029910463,0.0000035998758],"about_ca_topic_score_codex":0.0036708203,"about_ca_topic_score_gemma":0.003183125,"teacher_disagreement_score":0.0036708203,"about_ca_system_score_codex":0.00048750054,"about_ca_system_score_gemma":0.0003851459,"threshold_uncertainty_score":0.008202612},"labels":[],"label_agreement":null},{"id":"W2560606680","doi":"10.1016/j.wasman.2016.11.026","title":"Influence of capillary barrier effect on biogas distribution at the base of passive methane oxidation biosystems: Parametric study","year":2016,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Biogas; Hydraulic conductivity; Moisture; Permeability (electromagnetism); Chemistry; Capillary action; Intensity (physics); Chemical engineering; Materials science; Soil science; Environmental science; Composite material; Waste management; Engineering; Organic chemistry; Soil water; Membrane","score_opus":0.006080098510583012,"score_gpt":0.21748137470573792,"score_spread":0.21140127619515492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560606680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976121,0.00005846899,0.0016988459,0.00001254991,0.000003330219,0.0000032381029,0.000026162023,0.000017684797,0.00056764344],"genre_scores_gemma":[0.9996573,0.000030687723,0.00016634604,0.0000013707008,7.3273867e-7,0.000002446922,0.0000063317793,0.0000025255615,0.00013225597],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99985063,0.000017133309,0.0000037648588,0.00003625316,0.000046034478,0.000046080815],"domain_scores_gemma":[0.9992716,0.00049168506,0.000083728344,0.00005073516,0.000069099246,0.00003317009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023761965,0.00031910714,0.0002899877,0.000202596,0.00031476218,0.00061849644,0.00051964575,0.00043953024,0.001398902],"category_scores_gemma":[0.0010439174,0.000196455,0.00019914647,0.00023154728,0.00051400915,0.0004968951,0.0004431771,0.0002880174,0.00012459287],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012605883,0.00019930914,0.0039587584,0.00015388262,0.000029417508,0.00040926287,0.00025575695,0.067283876,0.9164424,0.0016423918,0.00015348193,0.0082109375],"study_design_scores_gemma":[0.000040909028,0.0009909639,0.0065795905,0.000014214977,0.00006090093,0.00009730493,0.00023508337,0.16452394,0.82665795,0.00025885622,0.0005028709,0.000037450765],"about_ca_topic_score_codex":0.0013967581,"about_ca_topic_score_gemma":0.0011024157,"teacher_disagreement_score":0.001398902,"about_ca_system_score_codex":0.00033834437,"about_ca_system_score_gemma":0.00028244389,"threshold_uncertainty_score":0.0046797395},"labels":[],"label_agreement":null},{"id":"W2574352447","doi":"10.32964/tj16.8.465","title":"Drying characteristics of biosludge from pulp and paper mills","year":2017,"lang":"en","type":"article","venue":"TAPPI Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; FPInnovations","keywords":"Dewatering; Waste management; Pulp and paper industry; Water content; Pulp (tooth); Environmental science; Biomass (ecology); Incineration; Boiler (water heating); Engineering; Agronomy","score_opus":0.012839227033354595,"score_gpt":0.23207899255715347,"score_spread":0.21923976552379887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2574352447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984762,0.00030889825,0.00033572054,0.000005923381,0.0000038082228,0.000013970997,0.0002895268,0.000009116366,0.0005568555],"genre_scores_gemma":[0.9953117,0.0005827047,0.0012366367,0.0000284014,0.0000053173135,0.000023114433,0.0005720697,0.000019838799,0.0022202567],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974495,0.000018217092,0.000027024262,0.00005907417,0.00012387302,0.000026831889],"domain_scores_gemma":[0.99960774,0.00009843503,0.00009300144,0.000018531588,0.0001509368,0.00003136508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029888682,0.00028780493,0.00026282805,0.00087798893,0.00032944622,0.00030139982,0.00021399464,0.0002949113,0.0013323424],"category_scores_gemma":[0.00044400457,0.00015035235,0.0002773085,0.0007987105,0.00018100548,0.00037515597,0.00015579996,0.00034706213,0.0002681623],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029079086,0.0000651673,0.010118238,0.0001890836,0.000018698474,0.00015917698,0.0002498919,0.00031301525,0.9821175,0.00003356244,0.00007338286,0.006371435],"study_design_scores_gemma":[0.000008441863,0.00071574934,0.14082013,0.000040488423,0.000047969526,0.0002740594,0.0005352732,0.0006615683,0.85471004,0.000037591617,0.002120211,0.000028418433],"about_ca_topic_score_codex":0.0012832065,"about_ca_topic_score_gemma":0.0028298225,"teacher_disagreement_score":0.0013323424,"about_ca_system_score_codex":0.0001858102,"about_ca_system_score_gemma":0.00010619905,"threshold_uncertainty_score":0.004457116},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W2580893599","doi":"","title":"Documenting Spatial and Temporal Variations of Subsurface Contaminates Using Tree Cores: Implications for the Design of Effective Waste Management Strategies","year":2016,"lang":"en","type":"article","venue":"Memorial University Research Repository (Memorial University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Municipal solid waste; Hazardous waste; Solid waste management; Tailings; Dispose pattern; Waste disposal; Waste management; Environmental planning; Government (linguistics); Environmental science; Environmental protection; Engineering","score_opus":0.031033285810976367,"score_gpt":0.26514447686888015,"score_spread":0.2341111910579038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2580893599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8829571,0.009654734,0.07668357,0.0032158317,0.00031070894,0.000879019,0.006335006,0.00038399355,0.01958001],"genre_scores_gemma":[0.8400986,0.00774666,0.14557937,0.001018424,0.000086941436,0.0005392999,0.001802693,0.00012450817,0.00300351],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99908984,0.00020429163,0.00006633371,0.00016171913,0.00030770898,0.00017009341],"domain_scores_gemma":[0.9958324,0.0009204713,0.0008342944,0.0001960662,0.0019944594,0.00022224586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032156648,0.00057995494,0.00071567734,0.0020537456,0.0011951523,0.002948273,0.0009376532,0.0008807502,0.0011384289],"category_scores_gemma":[0.0045282105,0.0003942303,0.0003791537,0.0035717392,0.0009363484,0.0019054092,0.0010311769,0.0010308827,0.00051502313],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002641884,0.00037047846,0.75873095,0.0007131444,0.00011935703,0.00071467937,0.0038543402,0.0033390892,0.078396715,0.0016163125,0.005069378,0.14681132],"study_design_scores_gemma":[0.000011418787,0.00037375334,0.9342129,0.00054182706,0.00015135335,0.00046735944,0.017344302,0.010321491,0.012501691,0.0035124458,0.020468308,0.000093180584],"about_ca_topic_score_codex":0.08992462,"about_ca_topic_score_gemma":0.33406043,"teacher_disagreement_score":0.08992462,"about_ca_system_score_codex":0.0018301542,"about_ca_system_score_gemma":0.0029638305,"threshold_uncertainty_score":0.17880243},"labels":[],"label_agreement":null},{"id":"W2588964481","doi":"10.1061/(asce)ee.1943-7870.0001191","title":"Performance of Biocover in Mitigating Fugitive Methane Emissions from Municipal Solid Waste Landfills in Cold Climates","year":2017,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Landfill gas; Anaerobic oxidation of methane; Municipal solid waste; Compost; Environmental chemistry; Environmental science; Chemistry; Waste management; Environmental engineering","score_opus":0.00904231639130613,"score_gpt":0.23114846735910943,"score_spread":0.2221061509678033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588964481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99955326,0.00009378172,0.0001876811,0.0000067392884,0.0000019555932,0.000003133597,0.000030212934,0.0000075198764,0.00011572151],"genre_scores_gemma":[0.9989642,0.00016201432,0.00052056625,0.000008722925,0.0000017681115,0.0000054797283,0.0000794459,0.0000058346423,0.00025200658],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998018,0.00003621297,0.000013509633,0.00003426542,0.000051200528,0.00006295731],"domain_scores_gemma":[0.9998423,0.000027186547,0.000035284254,0.000011020779,0.000053898562,0.00003035558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002926482,0.00034161,0.00039758586,0.00022013568,0.00030635757,0.0005229115,0.00018931337,0.00024990164,0.0004517438],"category_scores_gemma":[0.00029852145,0.00011518989,0.00028633274,0.0002325695,0.00019628592,0.00028599444,0.00025059332,0.00020651323,0.00011710322],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006579656,0.000120515724,0.0033132427,0.00008246589,0.000017319584,0.000040884395,0.000040485225,0.00093672465,0.9906343,0.000020735215,0.000025099615,0.0041101603],"study_design_scores_gemma":[0.0000072844814,0.00156353,0.016472783,0.000007921903,0.00003398586,0.0000381973,0.000099690624,0.0016951301,0.97974694,0.000012081106,0.0003146725,0.000007791413],"about_ca_topic_score_codex":0.0034349211,"about_ca_topic_score_gemma":0.0073950468,"teacher_disagreement_score":0.0034349211,"about_ca_system_score_codex":0.00033077496,"about_ca_system_score_gemma":0.00028253088,"threshold_uncertainty_score":0.006829858},"labels":[],"label_agreement":null},{"id":"W2593663787","doi":"10.1139/cgj-2016-0473","title":"Insight into hydraulic conductivity testing of geosynthetic clay liners (GCLs) exhumed after 5 and 7 years in a cover","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Bentonite; Geotechnical engineering; Hydraulic head; Head (geology); Geology; Materials science; Soil science; Geomorphology; Soil water","score_opus":0.01701525635005094,"score_gpt":0.2351399681411699,"score_spread":0.21812471179111897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593663787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999632,0.000017085691,0.00013805185,0.000004632303,7.725911e-7,0.0000059220433,0.00005499934,0.000005800819,0.00014074835],"genre_scores_gemma":[0.99837,0.000016896614,0.00044948605,0.000012146092,8.2419604e-7,0.000008696338,0.00016956432,0.000008192947,0.0009642549],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998159,0.000014463064,0.000011819289,0.00005525025,0.00005973475,0.000042893655],"domain_scores_gemma":[0.99961424,0.00006592739,0.000091645445,0.000034341425,0.00011848519,0.00007536924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002588972,0.00023253955,0.00029516866,0.00024844674,0.0003738061,0.00036059675,0.0004516207,0.00039597417,0.00077296386],"category_scores_gemma":[0.00032907896,0.00015786709,0.00027260283,0.00019393669,0.00040257367,0.00031507024,0.00027420698,0.00034371146,0.00016713624],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002378769,0.000043394368,0.018147068,0.000024084084,0.000012958792,0.00021061423,0.00039093316,0.00018425932,0.97868925,0.000012040784,0.000017542276,0.0020299465],"study_design_scores_gemma":[0.000021505959,0.0017129328,0.6523469,0.000009958058,0.00004804483,0.00028078406,0.0012337803,0.0014689559,0.34129557,0.000032159875,0.0015219449,0.000027448994],"about_ca_topic_score_codex":0.026879763,"about_ca_topic_score_gemma":0.077465184,"teacher_disagreement_score":0.026879763,"about_ca_system_score_codex":0.0012359587,"about_ca_system_score_gemma":0.00030890654,"threshold_uncertainty_score":0.05344659},"labels":[],"label_agreement":null},{"id":"W2594302623","doi":"","title":"Dewatering Behavior of Fly Ash Slurry with Woven Geotextiles.: GeoMontreal, 66th Annual conference of the Canadian Geotechnical Society (CGS).","year":2013,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fly ash; Dewatering; Geotechnical engineering; Slurry; Geology; Waste management; Environmental science; Engineering; Environmental engineering","score_opus":0.009455498902580125,"score_gpt":0.19010287597091555,"score_spread":0.18064737706833542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594302623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529773,0.0016214445,0.00091400207,0.00010392005,0.00005335019,0.000019687533,0.00021571704,0.000029882654,0.0017441158],"genre_scores_gemma":[0.98921776,0.0015437324,0.0015013609,0.000056447938,0.000011939417,0.00001105983,0.00042059453,0.000019668352,0.0072175646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998485,0.00001155756,0.000011926143,0.000021443058,0.00007199927,0.000034611083],"domain_scores_gemma":[0.9997936,0.00007276788,0.00003331283,0.000013462385,0.000062777355,0.000023980718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034519544,0.0002946457,0.00023747061,0.00031878028,0.00036455042,0.0004745129,0.00035011687,0.00043703333,0.0020619829],"category_scores_gemma":[0.0005914064,0.00016572734,0.0002696948,0.0002609357,0.00017553724,0.00057202403,0.0002722068,0.00058569846,0.00048126627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041818197,0.00012045035,0.0015863839,0.000099401266,0.00001641173,0.000060141923,0.00013439335,0.00082158454,0.9819255,0.00005652926,0.00046490502,0.014296115],"study_design_scores_gemma":[0.000011029538,0.00030861748,0.0053147417,0.000011214612,0.000015982725,0.000024234283,0.00008576801,0.002014745,0.99014926,0.000017470136,0.0020391212,0.00000790571],"about_ca_topic_score_codex":0.017788269,"about_ca_topic_score_gemma":0.0415566,"teacher_disagreement_score":0.017788269,"about_ca_system_score_codex":0.0004752093,"about_ca_system_score_gemma":0.00033213466,"threshold_uncertainty_score":0.035369456},"labels":[],"label_agreement":null},{"id":"W2594864567","doi":"10.1139/cjss2012-031","title":"Simplified Microtox † bioassay for drilling waste disposal on lease soils in Alberta","year":2013,"lang":"en","type":"article","venue":"BioOne Complete (BioOne)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bioassay; Environmental science; Waste management; Soil water; Drilling fluid; Drilling; Ecology; Engineering; Biology; Soil science","score_opus":0.17861676419648298,"score_gpt":0.23918947203232557,"score_spread":0.06057270783584259,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594864567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9747308,0.0014248899,0.008457855,0.00012299725,0.000036284415,0.00086273946,0.0061692237,0.00020932834,0.00798585],"genre_scores_gemma":[0.9459805,0.0024672747,0.023849007,0.00015447749,0.000016747044,0.0004471227,0.010276029,0.00004357254,0.016765255],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.998288,0.00016496085,0.00013991834,0.00014845365,0.0011069578,0.00015169884],"domain_scores_gemma":[0.9994103,0.0000705507,0.000107283646,0.000041997413,0.00030924942,0.000060702783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077102834,0.0007828656,0.0005827564,0.0016688568,0.0007424251,0.0006860485,0.00093704404,0.0004937012,0.0015126351],"category_scores_gemma":[0.00040643764,0.00025459877,0.0003822828,0.0017420432,0.00047340736,0.00020558317,0.00050106033,0.00029462183,0.00055933546],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009357129,0.00062387844,0.054049037,0.00036259287,0.000066604494,0.00021942612,0.00035091408,0.0020816813,0.9028191,0.00014625967,0.0009326202,0.0374121],"study_design_scores_gemma":[0.000093895454,0.0058919773,0.53671485,0.00010363053,0.0002387348,0.00040438294,0.0012308796,0.0034249043,0.44106042,0.00012645913,0.010626937,0.00008289399],"about_ca_topic_score_codex":0.42185047,"about_ca_topic_score_gemma":0.7082957,"teacher_disagreement_score":0.57814956,"about_ca_system_score_codex":0.0033217634,"about_ca_system_score_gemma":0.0045479266,"threshold_uncertainty_score":0.83879006},"labels":[],"label_agreement":null},{"id":"W2595928359","doi":"","title":"Ontario Landfill gas: Management, regulation & recovery. legal & policy issues","year":2009,"lang":"en","type":"article","venue":"Docs.school Publications","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Business; Environmental planning; Resource Conservation and Recovery Act; Waste management; Environmental science; Hazardous waste; Engineering","score_opus":0.009043229354626432,"score_gpt":0.2530641666576216,"score_spread":0.24402093730299518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2595928359","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01392806,0.0331843,0.00073108455,0.18307768,0.0015319778,0.00032573345,0.0131645575,0.0003631003,0.7536936],"genre_scores_gemma":[0.044719644,0.014299978,0.0010917273,0.0072477437,0.0003389278,0.00011901804,0.0018832609,0.00006708474,0.93023264],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99772316,0.00010354789,0.00007628548,0.00010010396,0.0015848548,0.00041213553],"domain_scores_gemma":[0.997586,0.0003479729,0.00013464694,0.00008484312,0.0015519657,0.0002946158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011974518,0.00037329923,0.00033199758,0.0010930956,0.006521569,0.0043748305,0.0013108966,0.003397891,0.041934796],"category_scores_gemma":[0.0022490376,0.0006139963,0.00033492167,0.0034968855,0.0022642177,0.0017002133,0.00078323804,0.0012628777,0.006737618],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003324302,0.000025252406,0.0021077646,0.00030990614,0.000006336625,0.00020181196,0.0008754619,0.00020092799,0.0006535852,0.0201633,0.9449415,0.030480945],"study_design_scores_gemma":[0.000010015209,0.000007977363,0.009852904,0.0001373442,0.000010208078,0.000037275233,0.000806693,0.0001273511,0.0003725537,0.0012025092,0.98741734,0.000017834183],"about_ca_topic_score_codex":0.98342717,"about_ca_topic_score_gemma":0.9949215,"teacher_disagreement_score":0.047451004,"about_ca_system_score_codex":0.047451004,"about_ca_system_score_gemma":0.114495225,"threshold_uncertainty_score":0.34428275},"labels":[],"label_agreement":null},{"id":"W2597400278","doi":"10.7763/ijesd.2016.v7.780","title":"The Effectiveness of Pretreatment Methods on COD and Ammonia Removal from Landfill Leachate","year":2015,"lang":"en","type":"article","venue":"International Journal of Environmental Science and Development","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Leachate; Waste management; Environmental science; Ammonia; Chemistry; Environmental chemistry; Pulp and paper industry; Engineering","score_opus":0.01976226280430482,"score_gpt":0.299498604985815,"score_spread":0.27973634218151017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2597400278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99752074,0.00071544753,0.0007010464,0.000020546559,0.000013920049,0.000044893946,0.00012484558,0.000017456938,0.00084104296],"genre_scores_gemma":[0.99327105,0.0011783752,0.0034667072,0.000035001412,0.000013633198,0.00006208467,0.00023845013,0.000012141841,0.0017225951],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995833,0.000090251,0.00005781751,0.000048702223,0.00013903125,0.00008095287],"domain_scores_gemma":[0.9996611,0.00013607126,0.00006991481,0.000024736548,0.000086173524,0.00002204102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042151162,0.00038769929,0.00046643728,0.0003849662,0.00033288947,0.0004595319,0.00017748366,0.00037343803,0.00088661886],"category_scores_gemma":[0.00069379946,0.0001607241,0.00041354864,0.00036286443,0.00018705256,0.00031720017,0.00019533896,0.00030246834,0.00022890682],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012365271,0.00030888556,0.0021173174,0.00039181195,0.000029748822,0.00006315761,0.00006523495,0.0006358971,0.9840477,0.000036470334,0.00003511367,0.011032019],"study_design_scores_gemma":[0.000013182997,0.0017862078,0.009422511,0.000012161041,0.00004312434,0.000060263872,0.000057059897,0.00044090895,0.9874839,0.000022535356,0.00064676645,0.000011336266],"about_ca_topic_score_codex":0.0021416855,"about_ca_topic_score_gemma":0.0047687497,"teacher_disagreement_score":0.0021416855,"about_ca_system_score_codex":0.00029493097,"about_ca_system_score_gemma":0.00046780516,"threshold_uncertainty_score":0.0042585135},"labels":[],"label_agreement":null},{"id":"W2598420921","doi":"10.1061/9780784480434.013","title":"The Critical Role of Lateral Drainage Capacity in Limiting Leakage through a Low Permeability Geomembrane Cover","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Ponding; Geomembrane; Drainage; Environmental science; Geotechnical engineering; Hydrology (agriculture); Permeability (electromagnetism); Geology","score_opus":0.02084444278445737,"score_gpt":0.254006659855029,"score_spread":0.23316221707057164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598420921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973769,0.00011770354,0.0010808384,0.000048807065,0.0000022651109,0.000017199374,0.00004500964,0.000013190803,0.0012981371],"genre_scores_gemma":[0.99928683,0.00005252384,0.00039570525,0.000005633795,5.0355266e-7,0.0000044753533,0.000012527139,0.0000015096491,0.00024034933],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99971384,0.000064561136,0.000021543017,0.000027046883,0.00008244221,0.000090548165],"domain_scores_gemma":[0.99928147,0.00021096176,0.0001963685,0.000038208564,0.00021055315,0.000062421765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042396013,0.00018058055,0.00019905364,0.00031469198,0.00040258924,0.0008880626,0.00034430245,0.00027455646,0.000745388],"category_scores_gemma":[0.0010239381,0.00009681988,0.0001493332,0.00024874398,0.00047904512,0.0006981898,0.00052164873,0.00014305592,0.00011789851],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011989833,0.00032712173,0.11348983,0.00083404826,0.000054959844,0.0009464218,0.0005217489,0.034574393,0.77278054,0.0015174004,0.00046114007,0.07329338],"study_design_scores_gemma":[0.00004159,0.0029003008,0.25080884,0.00014706429,0.00012032067,0.0009345216,0.002174567,0.033264928,0.7017682,0.00078362995,0.0069896486,0.000066515735],"about_ca_topic_score_codex":0.011953673,"about_ca_topic_score_gemma":0.03383413,"teacher_disagreement_score":0.011953673,"about_ca_system_score_codex":0.0013093256,"about_ca_system_score_gemma":0.0011718699,"threshold_uncertainty_score":0.023768187},"labels":[],"label_agreement":null},{"id":"W2598613191","doi":"10.1061/9780784480434.053","title":"Use of a Minitube Blanket for Horizontal Landfill Gas Collection and Control","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Texel (Canada)","funders":"","keywords":"Trench; Landfill gas; Drainage; Blanket; Waste management; Greenhouse gas; Engineering; Greenhouse; Geotechnical engineering; Extraction (chemistry); High-density polyethylene; Environmental science; Petroleum engineering; Environmental engineering; Geology; Municipal solid waste; Polyethylene; Materials science","score_opus":0.025935319207749486,"score_gpt":0.24741863126624783,"score_spread":0.22148331205849833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598613191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47005615,0.056757,0.42447674,0.00070669706,0.0005140147,0.00087247964,0.0014904931,0.003003908,0.042122457],"genre_scores_gemma":[0.8518179,0.016515186,0.10866066,0.00027232416,0.00007942222,0.00035491292,0.00075387274,0.00013489307,0.021410909],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999198,0.000138413,0.000054687232,0.00013261821,0.00043026655,0.000045990346],"domain_scores_gemma":[0.99960405,0.00008421619,0.000120196935,0.00004963442,0.00011935224,0.000022448838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005764507,0.00038150625,0.0005019086,0.0011049523,0.0003845871,0.0007042556,0.00090244017,0.00058899715,0.0026772553],"category_scores_gemma":[0.0006074677,0.00027761006,0.00041572138,0.0010787643,0.00039776333,0.00091377913,0.0005696008,0.00034882483,0.0010977612],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006112031,0.00029032852,0.0064967223,0.0037688168,0.00007953136,0.0005088308,0.00030144845,0.0062507866,0.37611368,0.005281865,0.0032420673,0.5970547],"study_design_scores_gemma":[0.00005462702,0.0026208994,0.016662644,0.00084234774,0.00022607145,0.0024082076,0.0004690518,0.012155163,0.6619327,0.0017542529,0.3007564,0.0001177237],"about_ca_topic_score_codex":0.00083651184,"about_ca_topic_score_gemma":0.0017578481,"teacher_disagreement_score":0.0026772553,"about_ca_system_score_codex":0.0004418327,"about_ca_system_score_gemma":0.00059988967,"threshold_uncertainty_score":0.008956313},"labels":[],"label_agreement":null},{"id":"W2598958672","doi":"10.1061/9780784480434.027","title":"Effect of White and Black Colors on Heat Generation in Polyethylene Geomembranes Exposed to Solar Radiation","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada); Solmax (Canada); Cégep Marie-Victorin","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Materials science; Polyethylene; Radiation; Carbon black; Environmental science; Composite material; Optics; Physics","score_opus":0.010670665821499194,"score_gpt":0.2483326211062899,"score_spread":0.2376619552847907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598958672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918205,0.00014308115,0.0002735361,0.0000071059903,0.0000072279367,0.000008245594,0.000047313737,0.0000060562156,0.00032527486],"genre_scores_gemma":[0.9985476,0.00015259464,0.0005028312,0.000012438487,0.000003087324,0.000011530927,0.00006421788,0.0000073667284,0.00069821824],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998142,0.000038249284,0.000014226906,0.000044294942,0.000054683864,0.000034378838],"domain_scores_gemma":[0.9996922,0.000079990685,0.00009076606,0.000028926564,0.00006529615,0.00004273528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002424357,0.0003434475,0.00019523897,0.00021862403,0.00021113738,0.00032323058,0.00015761396,0.00024490882,0.0013103555],"category_scores_gemma":[0.0003447028,0.00017525059,0.0003021415,0.00018402007,0.00031832198,0.0002959876,0.00024610164,0.0003225807,0.00011925546],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007050824,0.00006614829,0.0020360241,0.00007322759,0.000020184792,0.000106568885,0.00021716928,0.00021400125,0.9945334,0.00004708185,0.000021249663,0.001959925],"study_design_scores_gemma":[0.000008542128,0.00090649695,0.0163828,0.000008623242,0.000024836889,0.00006681364,0.0002744322,0.00028150258,0.9816814,0.000025960167,0.0003296932,0.000008831399],"about_ca_topic_score_codex":0.00059794367,"about_ca_topic_score_gemma":0.0011150605,"teacher_disagreement_score":0.0013103555,"about_ca_system_score_codex":0.00015433159,"about_ca_system_score_gemma":0.00014300464,"threshold_uncertainty_score":0.004383564},"labels":[],"label_agreement":null},{"id":"W2600124682","doi":"10.1061/9780784480472.020","title":"Soil Survey: Methodology Improvement in Brazil Adopted by CTR-RIO for the Quality Control of Geomembrane Installations","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Hectare; Environmental science; Damages; Waste management; Hazardous waste; Environmental engineering; Engineering; Geotechnical engineering; Geography; Archaeology; Agriculture","score_opus":0.06152334908983694,"score_gpt":0.3444472661314832,"score_spread":0.28292391704164627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2600124682","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4914535,0.0018384549,0.42059168,0.0017974725,0.00035015834,0.013317493,0.014536589,0.0054154773,0.05069909],"genre_scores_gemma":[0.41935903,0.0009173285,0.56031,0.00041154947,0.000046335135,0.0055566435,0.004805239,0.00055326265,0.008040548],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.98777616,0.0042502703,0.0019420927,0.0016987791,0.0038001419,0.00053256826],"domain_scores_gemma":[0.98353183,0.0014521675,0.0023863323,0.0021952172,0.01014047,0.00029396595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013035039,0.00085620204,0.00073209894,0.0036089693,0.0010434799,0.001184637,0.0011849552,0.0004811415,0.0027283344],"category_scores_gemma":[0.012620527,0.00072595844,0.0007624759,0.003765863,0.00084327086,0.0005783221,0.0015039659,0.0004807601,0.0012995438],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000505407,0.0004947616,0.31677902,0.0022596724,0.00017753098,0.0008933261,0.0076448834,0.0028534115,0.20041957,0.0033029453,0.007964389,0.45670503],"study_design_scores_gemma":[0.00016092662,0.0010231119,0.7494655,0.00070663897,0.00025242922,0.0012835972,0.0047496613,0.008251545,0.08752115,0.0009043063,0.14550835,0.00017281067],"about_ca_topic_score_codex":0.06419475,"about_ca_topic_score_gemma":0.15633509,"teacher_disagreement_score":0.06419475,"about_ca_system_score_codex":0.002331271,"about_ca_system_score_gemma":0.0072798673,"threshold_uncertainty_score":0.12764215},"labels":[],"label_agreement":null},{"id":"W2600322576","doi":"10.1061/9780784480434.001","title":"Performance of Blended Polyolefin Geomembrane in Various Incubation Media Based on Std-OIT","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Polyolefin; Geomembrane; Incubation; Materials science; Composite material; Chemistry","score_opus":0.011114199013997244,"score_gpt":0.22590207263475492,"score_spread":0.21478787362075769,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2600322576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986234,0.00024792316,0.0004688237,0.000020335507,0.000010473064,0.000011838688,0.00017003166,0.00002164206,0.00042559917],"genre_scores_gemma":[0.99542314,0.0005487937,0.0017350296,0.000016526034,0.000007012587,0.000032635224,0.00029888118,0.000015739786,0.0019222858],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997172,0.000045223936,0.00003595437,0.00006467702,0.000076563214,0.000060443064],"domain_scores_gemma":[0.9997147,0.00006458872,0.00006835905,0.0000239082,0.0000896829,0.000038639588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003174843,0.00047158977,0.0002972874,0.00020972725,0.00021674379,0.00036507542,0.0002047627,0.0004138393,0.0010409321],"category_scores_gemma":[0.0005195138,0.00012193623,0.00024743567,0.00027862538,0.00016383766,0.0005370255,0.00034991698,0.0004228012,0.00027706116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025417982,0.00004057076,0.00057254825,0.00006984514,0.000008503753,0.00005411021,0.00009657722,0.00012753993,0.9969207,0.000030481815,0.000017432101,0.001807413],"study_design_scores_gemma":[0.0000028292084,0.0004498511,0.0022851164,0.000008871426,0.000013577831,0.000038901977,0.00009751085,0.00028632546,0.9963666,0.000008452323,0.0004362542,0.0000056677954],"about_ca_topic_score_codex":0.0012833213,"about_ca_topic_score_gemma":0.0015707344,"teacher_disagreement_score":0.0012833213,"about_ca_system_score_codex":0.00021490802,"about_ca_system_score_gemma":0.00023193595,"threshold_uncertainty_score":0.0034822822},"labels":[],"label_agreement":null},{"id":"W2601123353","doi":"10.1061/9780784480434.003","title":"Long-Term Performance of HDPE Geomembranes Exposed to High Service Temperature","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada); Greenfield Research (Canada); BP (Canada)","funders":"","keywords":"Geomembrane; High-density polyethylene; Service life; Polyethylene; Materials science; Antioxidant; Composite material; Arrhenius equation; Environmental science; Chemistry","score_opus":0.012671621615190316,"score_gpt":0.23289015630677712,"score_spread":0.2202185346915868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2601123353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991352,0.00023739086,0.00026012876,0.000009553685,0.000006553071,0.0000055406404,0.00015202277,0.000008567986,0.00018512472],"genre_scores_gemma":[0.9985468,0.00022092348,0.0002938255,0.000008782355,0.0000036053402,0.000010414843,0.00019816244,0.0000054877755,0.0007120308],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996525,0.00004409552,0.000033633423,0.00007079476,0.0001172435,0.00008169263],"domain_scores_gemma":[0.9995832,0.00005452112,0.000091230846,0.000040908257,0.00018924537,0.000040840394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005444055,0.00037653378,0.00045339507,0.00028966056,0.00039481418,0.00042121075,0.00024281995,0.00054801255,0.00097086735],"category_scores_gemma":[0.0005560407,0.00012040851,0.00045132096,0.00037605074,0.00022310941,0.0005674414,0.0003318362,0.0004133246,0.0003219343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054037257,0.00008732356,0.0034905719,0.00010154113,0.000035693953,0.00015460659,0.00016308791,0.001251248,0.9901355,0.0000511993,0.000052977455,0.003935978],"study_design_scores_gemma":[0.000005716204,0.0013636011,0.017315408,0.000012648581,0.00005479338,0.000096122836,0.00023282068,0.0014403624,0.97869164,0.00002686647,0.0007418414,0.000018066201],"about_ca_topic_score_codex":0.0015141676,"about_ca_topic_score_gemma":0.0017882173,"teacher_disagreement_score":0.0015141676,"about_ca_system_score_codex":0.00034499855,"about_ca_system_score_gemma":0.00020280686,"threshold_uncertainty_score":0.003247857},"labels":[],"label_agreement":null},{"id":"W2602676141","doi":"10.1061/9780784480441.018","title":"Design and Construction of an Experimental Soil-Bentonite Cutoff Wall","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Geotechnical engineering; Hydraulic conductivity; Bentonite; Levee; Consolidation (business); Cutoff; Trench; Slurry; Geology; Geosynthetics; Materials science; Soil science; Soil water; Composite material","score_opus":0.017665935989703223,"score_gpt":0.2561634662773973,"score_spread":0.23849753028769405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2602676141","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95485646,0.0000761978,0.03477537,0.000058696587,0.000082897815,0.0063761985,0.001023077,0.00030550972,0.002445592],"genre_scores_gemma":[0.8395174,0.00033204292,0.12812977,0.00012560388,0.000029041452,0.022921465,0.0017345696,0.00011618709,0.007093946],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992304,0.00009404891,0.00007082954,0.00022273025,0.00022403359,0.00015784755],"domain_scores_gemma":[0.99874264,0.00017189559,0.00016337182,0.00023311899,0.0002989259,0.00039012116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001169805,0.00080330437,0.0008344233,0.00053502526,0.0011522345,0.0005622175,0.0013647896,0.0009350976,0.0046655345],"category_scores_gemma":[0.0008340302,0.0004165191,0.0005476776,0.00060996064,0.0010649216,0.00047465993,0.0010303236,0.0010398707,0.00079054135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0075758887,0.008665011,0.010750722,0.00089051935,0.000056742374,0.00057495263,0.00055554847,0.007368207,0.9271005,0.0018495433,0.000436306,0.034176186],"study_design_scores_gemma":[0.0019706367,0.11614102,0.077430665,0.00020560282,0.00037129517,0.00030533172,0.0016746116,0.020281723,0.73751885,0.001734515,0.042177,0.00018875851],"about_ca_topic_score_codex":0.0020745313,"about_ca_topic_score_gemma":0.0035447145,"teacher_disagreement_score":0.0046655345,"about_ca_system_score_codex":0.00084697845,"about_ca_system_score_gemma":0.0026761033,"threshold_uncertainty_score":0.015607715},"labels":[],"label_agreement":null},{"id":"W2602807420","doi":"10.1061/9780784480472.030","title":"A Preliminary Study of the Self-Healing of a Fully Penetrating Hole in GCLs on Full Hydration","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Indentation; Materials science; Bentonite; Composite material; Geosynthetic clay liner; Slurry; Layer (electronics); Geotechnical engineering; Hydraulic conductivity; Geology","score_opus":0.016111980158000718,"score_gpt":0.25590528718523614,"score_spread":0.23979330702723542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2602807420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888426,0.00012569876,0.000718114,0.000006961716,0.000004025629,0.000010680134,0.0000381154,0.000024381763,0.00018761416],"genre_scores_gemma":[0.9982284,0.000073420415,0.0010193366,0.000008719535,0.0000015678698,0.000009251363,0.000041748444,0.000007906532,0.0006097619],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999006,0.000009202115,0.0000067485585,0.000019552832,0.00003418772,0.000029699973],"domain_scores_gemma":[0.99966824,0.000112639165,0.000066400535,0.000033431716,0.000076074524,0.000043315296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023458921,0.00024766297,0.00018125193,0.00012922689,0.00015562343,0.00014885949,0.00016518275,0.00029178732,0.00094156037],"category_scores_gemma":[0.0003736955,0.00011724803,0.00018123984,0.000108607375,0.0003033769,0.00030283708,0.00021574134,0.00029455946,0.00010257169],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037206428,0.000008728298,0.00022533302,0.00003587661,0.0000014192058,0.000038536113,0.000085145904,0.00010217274,0.99835914,0.000012396047,0.0000088299375,0.0010851785],"study_design_scores_gemma":[0.0000033961082,0.00048259203,0.005898913,0.0000042843426,0.0000066929388,0.00007089505,0.00016519867,0.0008789128,0.99189806,0.000014711264,0.00056986796,0.000006435634],"about_ca_topic_score_codex":0.0005776296,"about_ca_topic_score_gemma":0.0009875115,"teacher_disagreement_score":0.00094156037,"about_ca_system_score_codex":0.00010382233,"about_ca_system_score_gemma":0.00007700822,"threshold_uncertainty_score":0.003149867},"labels":[],"label_agreement":null},{"id":"W2603918902","doi":"10.1061/9780784480472.024","title":"Laboratory Measurement of the Linear Thermal Expansion of Geomembranes Using a Dynamic Mechanical Analyzer (DMA)","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada)","funders":"","keywords":"Geomembrane; Materials science; Spectrum analyzer; Thermal; Thermal expansion; Leakage (economics); Composite material; Computer science","score_opus":0.022377642472408518,"score_gpt":0.2540610074877666,"score_spread":0.23168336501535808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2603918902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8682709,0.00045965236,0.12506537,0.000076939046,0.0000775629,0.00021419028,0.0009022424,0.00067577057,0.004257488],"genre_scores_gemma":[0.9485001,0.00037919774,0.04842387,0.000038256327,0.000020273112,0.00040163795,0.00032184768,0.0000428641,0.0018719584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943596,0.00007376499,0.00004091206,0.0001337013,0.00026763993,0.000048108916],"domain_scores_gemma":[0.9993259,0.0002356601,0.00013985882,0.0001027655,0.00016107692,0.000034808825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057900243,0.0005374085,0.00029401266,0.00039105484,0.00044061802,0.00034372328,0.0005279009,0.0004335011,0.0021000847],"category_scores_gemma":[0.00091999234,0.00018646545,0.00019661446,0.0004202582,0.00047738443,0.00049386383,0.00038064417,0.0004356177,0.00047628224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005464147,0.00006175402,0.0015888055,0.00006626497,0.0000047725657,0.000026812613,0.00008034059,0.00024213744,0.9911039,0.00017592034,0.00009816807,0.0064966814],"study_design_scores_gemma":[0.000007600445,0.0005938669,0.0078446455,0.0000105136005,0.000013398227,0.00010604911,0.000094257644,0.0025964212,0.98708016,0.00007976955,0.0015599006,0.00001328538],"about_ca_topic_score_codex":0.00035888268,"about_ca_topic_score_gemma":0.00084130693,"teacher_disagreement_score":0.0021000847,"about_ca_system_score_codex":0.00021838839,"about_ca_system_score_gemma":0.00030856804,"threshold_uncertainty_score":0.0070254803},"labels":[],"label_agreement":null},{"id":"W2604230730","doi":"10.1680/jenge.16.00027","title":"GCLs with factory-applied bentonite below geomembrane wrinkle","year":2017,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University; Klohn Crippen Berger (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geomembrane; Bentonite; Geotextile; Geotechnical engineering; Wrinkle; Seal (emblem); Hydraulic conductivity; Composite number; Geosynthetics; Geology; Materials science; Composite material; Soil water","score_opus":0.007270303602420823,"score_gpt":0.19932449408182065,"score_spread":0.19205419047939984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604230730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913174,0.000064048654,0.00040360886,0.000006183126,0.000002991128,0.00000990474,0.0000767273,0.00003584515,0.00026888863],"genre_scores_gemma":[0.9977763,0.000060065493,0.0011848749,0.000011539759,0.0000019755928,0.00000879447,0.00015064662,0.000014713184,0.0007910252],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99953926,0.000048004535,0.000032513348,0.0000831492,0.00019279559,0.000104253086],"domain_scores_gemma":[0.99955064,0.00009451007,0.00014606115,0.000060275397,0.00008238403,0.00006618632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027123117,0.0003895912,0.00039321292,0.00029463024,0.0002479498,0.00029101776,0.0003730966,0.0005490679,0.0016401621],"category_scores_gemma":[0.00048243755,0.00016658845,0.00031960313,0.0003262995,0.00027112025,0.00028369343,0.0003714426,0.00043794245,0.00035026277],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019279766,0.00003986786,0.0011950452,0.000056228586,0.000007195893,0.00009226903,0.00007048981,0.00054350594,0.9958687,0.000012918794,0.000026468035,0.0018945452],"study_design_scores_gemma":[0.000008363338,0.0010530635,0.011223121,0.000005878128,0.000012036339,0.00007127838,0.000111918795,0.0009908209,0.98586756,0.000006706698,0.0006389646,0.000010408818],"about_ca_topic_score_codex":0.0020531474,"about_ca_topic_score_gemma":0.0041035367,"teacher_disagreement_score":0.0020531474,"about_ca_system_score_codex":0.00032600723,"about_ca_system_score_gemma":0.00016526389,"threshold_uncertainty_score":0.0054869056},"labels":[],"label_agreement":null},{"id":"W2605899939","doi":"10.1680/jgein.17.00011","title":"Effect of welding parameters on properties of HDPE geomembrane seams","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Welding; Geomembrane; High-density polyethylene; Materials science; Composite material; Heat-affected zone; Electric resistance welding; Polyethylene; Metallurgy","score_opus":0.015610311380203743,"score_gpt":0.258299107732969,"score_spread":0.24268879635276525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605899939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99910384,0.00022783157,0.00042446176,0.00000498793,0.0000025673385,0.0000067068804,0.00005080963,0.000010209747,0.00016854335],"genre_scores_gemma":[0.99823403,0.00020898442,0.0010679822,0.0000080410655,0.0000013769741,0.000010185159,0.00007179963,0.000010906623,0.00038662934],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997806,0.00003617237,0.000037866583,0.00004365069,0.000076930235,0.000024768635],"domain_scores_gemma":[0.9995061,0.00015977728,0.00014746672,0.00005518527,0.000097216944,0.0000341668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003699476,0.00033236403,0.00023887628,0.00028414276,0.00018924335,0.0002370919,0.00015945271,0.00029398882,0.0010525595],"category_scores_gemma":[0.0008477386,0.00019474163,0.00024959992,0.0003442785,0.00017695694,0.0003184856,0.00018859288,0.00021227442,0.00014084227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026570007,0.000026614682,0.0024903102,0.000100240846,0.000014170664,0.00009294807,0.00014456062,0.00040420183,0.99365026,0.000012241894,0.000009708325,0.0027890191],"study_design_scores_gemma":[0.000004062361,0.00071184116,0.024165366,0.0000068138365,0.00002956337,0.00012811174,0.00017835796,0.0004320752,0.9739493,0.000016328311,0.00036730035,0.000010797925],"about_ca_topic_score_codex":0.00038028546,"about_ca_topic_score_gemma":0.0009199384,"teacher_disagreement_score":0.0010525595,"about_ca_system_score_codex":0.00011870226,"about_ca_system_score_gemma":0.00010761359,"threshold_uncertainty_score":0.0035211444},"labels":[],"label_agreement":null},{"id":"W2606030442","doi":"10.1007/s11356-017-8990-9","title":"Alternative carbon dioxide modelling approaches accounting for high residual gases in LandGEM","year":2017,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Residual; Landfill gas; Environmental science; Carbon dioxide; RSS; Residual sum of squares; Greenhouse gas; Mathematics; Statistics; Methane; Chemistry; Explained sum of squares; Computer science; Non-linear least squares; Ecology; Algorithm","score_opus":0.12484900830047722,"score_gpt":0.33411457893945234,"score_spread":0.2092655706389751,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606030442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7483688,0.0011253222,0.21369544,0.0014503134,0.00024719388,0.00012346011,0.0019918212,0.0008654408,0.0321321],"genre_scores_gemma":[0.98689264,0.00019651909,0.00897864,0.000070018665,0.000033848613,0.000042057884,0.000321485,0.00010021977,0.0033645905],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974793,0.00008584764,0.000014448819,0.000050193823,0.000046651458,0.000054991084],"domain_scores_gemma":[0.99961036,0.00018790978,0.000034247034,0.00004709969,0.00008393097,0.0000365695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006327761,0.00080630527,0.0008569138,0.0006084197,0.0005561233,0.0017124091,0.0019896575,0.002000386,0.0021720023],"category_scores_gemma":[0.0015222664,0.00056657864,0.0010305071,0.0013245423,0.00050669967,0.0020893686,0.00067536667,0.0011438314,0.00023882822],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038370563,0.000015620946,0.00045087226,0.000017315153,0.000032375137,0.000027009424,0.000017198028,0.99312747,0.000588759,0.0036520897,0.00013377951,0.001899153],"study_design_scores_gemma":[0.000013947697,0.000008867496,0.00027490326,0.0000030449305,0.000012303224,0.0000036319427,0.000010601987,0.9977221,0.0002782679,0.0014002935,0.00026400905,0.000008040623],"about_ca_topic_score_codex":0.07316984,"about_ca_topic_score_gemma":0.043004695,"teacher_disagreement_score":0.07316984,"about_ca_system_score_codex":0.0019479452,"about_ca_system_score_gemma":0.0017332789,"threshold_uncertainty_score":0.14548784},"labels":[],"label_agreement":null},{"id":"W2607156304","doi":"10.1016/j.ecoleng.2017.04.015","title":"Performance of the biotic systems for reducing methane emissions from landfill sites: A review","year":2017,"lang":"en","type":"review","venue":"Ecological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Environmental science; Landfill gas; Greenhouse gas; Municipal solid waste; Waste management; Methane; Environmental engineering; Clogging; Anaerobic oxidation of methane; Engineering; Ecology","score_opus":0.08012645851915179,"score_gpt":0.3084554060703501,"score_spread":0.2283289475511983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607156304","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002375573,0.9991027,0.00008078611,0.000108904365,0.000048701375,0.000005602071,0.00003505882,0.0000025401757,0.0003781398],"genre_scores_gemma":[0.0013690586,0.99814916,0.00021118423,0.00007617321,0.000045698627,0.0000049717096,0.000023975092,8.5125873e-7,0.00011899477],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99956924,0.00006770333,0.00007972285,0.00008484325,0.00016642612,0.000032073003],"domain_scores_gemma":[0.9989365,0.0005829787,0.00023448859,0.0000202317,0.00019372883,0.00003204854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001288029,0.0011572933,0.0020254112,0.0027799653,0.00023049771,0.0012261822,0.0009969496,0.0012192938,0.0031039594],"category_scores_gemma":[0.0018618664,0.0003289645,0.0010863421,0.003067354,0.00042026903,0.0011535969,0.0005990118,0.00082729483,0.00052339066],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015088613,0.00014672638,0.00057713676,0.13755378,0.00075216923,0.00010958802,0.00007400515,0.0009604436,0.0031639491,0.0030117012,0.009178436,0.8443212],"study_design_scores_gemma":[0.00006446334,0.0005579292,0.0037878233,0.037324645,0.0035047142,0.00077947485,0.00028439684,0.00032248427,0.0036720564,0.002814843,0.9468011,0.00008599281],"about_ca_topic_score_codex":0.0021424356,"about_ca_topic_score_gemma":0.0043736673,"teacher_disagreement_score":0.0031039594,"about_ca_system_score_codex":0.000529346,"about_ca_system_score_gemma":0.0020400633,"threshold_uncertainty_score":0.010383844},"labels":[],"label_agreement":null},{"id":"W2607230948","doi":"10.1139/cgj-2016-0483","title":"Effect of zeolite utilization on volume change and strength properties of expansive soil as landfill barrier","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Expansive clay; Hydraulic conductivity; Bentonite; Zeolite; Geotechnical engineering; Atterberg limits; Shrinkage; Environmental science; Curing (chemistry); Materials science; Soil water; Soil science; Geology; Water content; Composite material; Chemistry","score_opus":0.028178844861448973,"score_gpt":0.24550992334530627,"score_spread":0.2173310784838573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607230948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908614,0.00037993313,0.0001214729,0.00000579475,0.000004573593,0.000006713596,0.000049087444,0.000006302066,0.00034004753],"genre_scores_gemma":[0.9989281,0.00030894842,0.00026208966,0.000006889336,0.0000020833327,0.000005518706,0.000053547035,0.000005156829,0.0004276226],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981636,0.000038756672,0.00002205397,0.000032665976,0.000042194853,0.000048009737],"domain_scores_gemma":[0.9997198,0.000056662364,0.000091005364,0.000013793584,0.000054559678,0.000064128355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024079319,0.0003949911,0.00028683632,0.00029833594,0.00012473934,0.00038981895,0.0001491583,0.00018380613,0.00078433927],"category_scores_gemma":[0.0003699924,0.00014635883,0.00026083345,0.00026875304,0.00012924094,0.00035191604,0.00022674308,0.00033567785,0.00013509011],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004622729,0.000082662074,0.0012411977,0.00010112826,0.00002882815,0.00008740961,0.00003936412,0.0002674415,0.9948763,0.000024474322,0.000016178761,0.0027727634],"study_design_scores_gemma":[0.000010749161,0.0020722498,0.013823465,0.000019336261,0.00006581878,0.00007514842,0.00011975141,0.00073377823,0.9821639,0.000013105722,0.0008894031,0.000013208335],"about_ca_topic_score_codex":0.0010229776,"about_ca_topic_score_gemma":0.002242327,"teacher_disagreement_score":0.0010229776,"about_ca_system_score_codex":0.00012589221,"about_ca_system_score_gemma":0.00013893931,"threshold_uncertainty_score":0.002623856},"labels":[],"label_agreement":null},{"id":"W2607491568","doi":"10.1139/cgj-2016-0708","title":"Membrane behavior of compacted sand–bentonite mixture","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Geosynthetic clay liner; Hydraulic conductivity; Membrane; Leaching (pedology); Leachate; Geotechnical engineering; Chemical engineering; Materials science; Chemistry; Environmental engineering; Environmental chemistry; Environmental science; Soil water; Geology; Soil science","score_opus":0.014958373175709484,"score_gpt":0.24598910562106518,"score_spread":0.2310307324453557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607491568","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99808,0.00030300158,0.0010247933,0.000021269749,0.000008626773,0.000009867675,0.00017537206,0.00003854555,0.00033853625],"genre_scores_gemma":[0.99765366,0.00024618965,0.0010477873,0.000015547737,0.0000022451077,0.000012623945,0.00022097211,0.0000133005615,0.0007876697],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997676,0.000019944002,0.000023184128,0.000064496046,0.000085337284,0.000039347968],"domain_scores_gemma":[0.9997819,0.000040366373,0.00005534002,0.000021446047,0.000072648385,0.000028307055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013599341,0.00035436457,0.00026142027,0.00021658206,0.0001929867,0.0003927091,0.00026329907,0.0004331281,0.00069593644],"category_scores_gemma":[0.0003862167,0.00019606296,0.00020146735,0.00024293666,0.00022116027,0.00039175487,0.00025815231,0.00045454834,0.00020112074],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002113976,0.0000037720015,0.00018289503,0.000021188544,0.0000038223397,0.00003353143,0.000029080898,0.0000670879,0.99930584,0.00001714759,0.000007160917,0.00030730388],"study_design_scores_gemma":[0.0000036566837,0.00012265552,0.0052390397,0.0000069435287,0.000010643256,0.00011112211,0.000115391565,0.0007958059,0.9929236,0.000014724003,0.0006466501,0.0000097501625],"about_ca_topic_score_codex":0.0026733212,"about_ca_topic_score_gemma":0.0038572724,"teacher_disagreement_score":0.0026733212,"about_ca_system_score_codex":0.00033529004,"about_ca_system_score_gemma":0.00013192405,"threshold_uncertainty_score":0.005315542},"labels":[],"label_agreement":null},{"id":"W2613832680","doi":"10.1139/cgj-2017-0049","title":"Long-term performance of high-density polyethylene (HDPE) geomembrane seams in municipal solid waste (MSW) leachate","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Canadian Nuclear Safety Commission; Killam Trusts; Ministry of Environment; Natural Sciences and Engineering Research Council of Canada; Queen's University","keywords":"Geomembrane; Leachate; High-density polyethylene; Welding; Shear (geology); Polyethylene; Materials science; Municipal solid waste; Environmental science; Geotechnical engineering; Metallurgy; Composite material; Waste management; Geology","score_opus":0.013324327847726941,"score_gpt":0.23838098022840398,"score_spread":0.22505665238067704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613832680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996432,0.00010538698,0.0001113859,0.0000031266904,0.0000012931961,0.0000025390207,0.000065669825,0.000004029794,0.000063229745],"genre_scores_gemma":[0.9989304,0.00010237325,0.00020455163,0.00000619585,0.0000010401603,0.000006060034,0.00012930126,0.0000025263691,0.000617423],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999816,0.000030021947,0.00002017153,0.00003943914,0.000055102293,0.000039344657],"domain_scores_gemma":[0.99972504,0.00003034794,0.00007179327,0.00002554242,0.00011045438,0.000036845086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035339344,0.0003222601,0.0004164429,0.00023239772,0.00032413937,0.00030651063,0.00020611192,0.00035845733,0.00043615143],"category_scores_gemma":[0.00034629452,0.00013142885,0.00045054464,0.00027785607,0.00020550302,0.00031951597,0.0003232241,0.00023122695,0.00016095783],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061329914,0.00008934243,0.0055508963,0.00008464994,0.000039525563,0.000053724118,0.00011857144,0.00089341967,0.9889072,0.00001635692,0.000020722115,0.0036123795],"study_design_scores_gemma":[0.0000064886794,0.0022624242,0.028974064,0.000011598361,0.00006399707,0.000059499736,0.00015291983,0.0007716252,0.96718365,0.00001927954,0.00048028736,0.000014246079],"about_ca_topic_score_codex":0.0030555078,"about_ca_topic_score_gemma":0.00485196,"teacher_disagreement_score":0.0030555078,"about_ca_system_score_codex":0.000381932,"about_ca_system_score_gemma":0.00023324101,"threshold_uncertainty_score":0.006075442},"labels":[],"label_agreement":null},{"id":"W2613880243","doi":"10.1139/cgj-2016-0511","title":"Capillary rise experiment to assess effectiveness of an enzyme soil stabilizer","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Red River College","funders":"Minnesota Department of Transportation; U.S. Department of Transportation","keywords":"Soil water; Geotechnical engineering; Capillary action; Water content; Absorption of water; Stabilizer (aeronautics); Moisture; Shear strength (soil); Soil science; Adsorption; Soil test; Chemistry; Environmental science; Materials science; Composite material; Geology; Engineering","score_opus":0.024088291028919125,"score_gpt":0.28072114936638604,"score_spread":0.2566328583374669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613880243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957419,0.00012604988,0.0030470348,0.000023301323,0.000020690482,0.0002125706,0.000197008,0.000047323017,0.0005841729],"genre_scores_gemma":[0.986907,0.0002607543,0.009284895,0.0000631182,0.000013693686,0.00029945336,0.00033966018,0.00002320968,0.0028083047],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993753,0.00006752624,0.000054107146,0.00012043641,0.0002606388,0.00012200131],"domain_scores_gemma":[0.9989214,0.00034049503,0.00019489038,0.00010680995,0.00028996597,0.0001463849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065624865,0.0004434321,0.000503167,0.00030096076,0.0004007677,0.00034597496,0.00043790805,0.0005743694,0.0015320283],"category_scores_gemma":[0.0006831732,0.00020649905,0.0004135642,0.00040147433,0.00029597912,0.00031536806,0.00037577536,0.0011462604,0.00017210783],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001513808,0.00021663998,0.00032138184,0.000023078774,0.000005742269,0.00003208384,0.000042707994,0.000086432454,0.9981749,0.000029351851,0.000016173037,0.00090009253],"study_design_scores_gemma":[0.00001330494,0.004906193,0.0024402898,0.0000026204254,0.000011738333,0.00003675157,0.000033058957,0.00038444123,0.9917326,0.000012410997,0.00041860103,0.000007947085],"about_ca_topic_score_codex":0.0023479303,"about_ca_topic_score_gemma":0.0040779794,"teacher_disagreement_score":0.0023479303,"about_ca_system_score_codex":0.0003656385,"about_ca_system_score_gemma":0.00054869754,"threshold_uncertainty_score":0.0051251054},"labels":[],"label_agreement":null},{"id":"W2615719123","doi":"10.1016/j.apm.2017.05.020","title":"The mathematical model of the conversion of a landfill operation from anaerobic to aerobic","year":2017,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Anaerobic exercise; Multiphysics; Biomass (ecology); Leachate; Bioreactor; Environmental science; Methane; Carbon dioxide; Environmental engineering; Pulp and paper industry; Waste management; Chemistry; Environmental chemistry; Thermodynamics; Finite element method; Engineering; Ecology","score_opus":0.028554859463032534,"score_gpt":0.23391254729142763,"score_spread":0.20535768782839509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2615719123","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13043825,0.0014890018,0.7540392,0.0039768126,0.00039409325,0.00022423193,0.00209345,0.0003459782,0.106998965],"genre_scores_gemma":[0.9333406,0.0011325825,0.023467142,0.00026355102,0.000107693006,0.0003812871,0.0005919434,0.000099157725,0.040616114],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996644,0.000076648816,0.000021844828,0.00007062351,0.00010236614,0.0000641557],"domain_scores_gemma":[0.99953413,0.00025557703,0.00006911589,0.000025755637,0.00009248198,0.000022932718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059157447,0.0007699101,0.00091040944,0.00064904994,0.0006804678,0.0020177057,0.0019347897,0.002133699,0.0056766733],"category_scores_gemma":[0.001724588,0.00048563074,0.0010775873,0.0010868271,0.0013667829,0.0018227666,0.0009411219,0.00147063,0.0008021394],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002149959,0.000026150869,0.00022585645,0.00007168889,0.000010080433,0.000067347144,0.00004421462,0.9396837,0.0009886313,0.056546353,0.00053167436,0.0017827876],"study_design_scores_gemma":[0.000008723577,0.00001500163,0.00012846386,0.0000065798795,0.0000072586467,0.00002148665,0.000017944707,0.98536783,0.000369092,0.013130644,0.0009172679,0.000009730239],"about_ca_topic_score_codex":0.0154029075,"about_ca_topic_score_gemma":0.0062500075,"teacher_disagreement_score":0.0154029075,"about_ca_system_score_codex":0.001367938,"about_ca_system_score_gemma":0.0021699953,"threshold_uncertainty_score":0.030626535},"labels":[],"label_agreement":null},{"id":"W2621805875","doi":"10.1139/cgj-2017-0046","title":"Centrifuge modeling of municipal solid waste landfill failures induced by rising water levels","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Berm; Geotechnical engineering; Centrifuge; Void ratio; Municipal solid waste; Environmental science; Geosynthetics; Waste management; Engineering","score_opus":0.030984765124426022,"score_gpt":0.26061657217864087,"score_spread":0.22963180705421485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621805875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98914695,0.0000730577,0.008680083,0.000039655984,0.0000083488985,0.000029254546,0.00018929839,0.000099480196,0.0017338747],"genre_scores_gemma":[0.9980829,0.000058361737,0.0009609247,0.000003869979,0.0000013149422,0.000022579214,0.000084068706,0.0000073514834,0.000778613],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999254,0.000011059441,0.0000047707126,0.000013284221,0.000020409769,0.000025153186],"domain_scores_gemma":[0.9998666,0.000042546344,0.000032537897,0.000010010175,0.0000372576,0.000010919357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016534553,0.00066816626,0.00041806532,0.00038327463,0.0002445679,0.0003318609,0.0005831128,0.0005992491,0.0009987673],"category_scores_gemma":[0.00028841555,0.00022920253,0.00064390805,0.00021671756,0.0003180141,0.00025005988,0.00020438722,0.00029585778,0.000085151885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000100688594,0.000058578087,0.0038587523,0.00003967449,0.000014911742,0.0001673573,0.000027054572,0.9767362,0.016494757,0.00048117456,0.00010211827,0.0019187975],"study_design_scores_gemma":[0.000006029787,0.000060306706,0.0014157624,0.0000013679618,0.000009745547,0.000010804078,0.000015583442,0.99483126,0.0035070726,0.00006677356,0.0000707948,0.000004461369],"about_ca_topic_score_codex":0.038043372,"about_ca_topic_score_gemma":0.019946445,"teacher_disagreement_score":0.038043372,"about_ca_system_score_codex":0.0005629521,"about_ca_system_score_gemma":0.0006444413,"threshold_uncertainty_score":0.0756439},"labels":[],"label_agreement":null},{"id":"W2737689496","doi":"10.1139/cgj-2016-0293","title":"Steady-state analytical model for vapour-phase volatile organic compound (VOC) diffusion in layered landfill composite cover systems","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Saturation (graph theory); Benzene; Adsorption; Geomembrane; Volatile organic compound; Degree of saturation; Diffusion; Chemistry; Drainage; Water vapor; Environmental chemistry; Materials science; Composite material; Soil science; Soil water; Environmental science; Thermodynamics; Organic chemistry","score_opus":0.025956318023313302,"score_gpt":0.2702799341570636,"score_spread":0.24432361613375028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2737689496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15048932,0.0010903478,0.8291209,0.0005433585,0.00010155771,0.0002134609,0.00083244796,0.00096010015,0.016648602],"genre_scores_gemma":[0.9458798,0.00094640435,0.025220223,0.00012409082,0.00003987392,0.00061853253,0.0005019317,0.000116785515,0.026552327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999793,0.00003203246,0.000009077534,0.000063849824,0.000055007982,0.00004697908],"domain_scores_gemma":[0.999647,0.00016673886,0.00004595931,0.000011367452,0.00011793319,0.000010844892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045296736,0.0007754556,0.0011401703,0.0005276026,0.0005523299,0.0011000114,0.0015093144,0.0017055634,0.002933763],"category_scores_gemma":[0.00091658876,0.0005875301,0.0010936966,0.00044211646,0.00057358405,0.0011269855,0.0005727761,0.0010137907,0.00080219976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000455093,0.000039268827,0.00071741047,0.00014274861,0.00002872881,0.0001398463,0.00011555561,0.96973723,0.019822918,0.0058761514,0.0003445528,0.002990124],"study_design_scores_gemma":[0.0000034219179,0.000011032611,0.000086668704,0.0000025614318,0.000004560984,0.000007644596,0.000007614755,0.998495,0.00070626684,0.00041065973,0.0002601089,0.000004491836],"about_ca_topic_score_codex":0.016008945,"about_ca_topic_score_gemma":0.0073729204,"teacher_disagreement_score":0.016008945,"about_ca_system_score_codex":0.0017998241,"about_ca_system_score_gemma":0.0011084102,"threshold_uncertainty_score":0.031831503},"labels":[],"label_agreement":null},{"id":"W2738775128","doi":"10.2134/jeq2017.03.0119","title":"Greenhouse Gas Emissions after Application of Landfilled Paper Mill Sludge for Land Reclamation of a Nonacidic Mine Tailings Site","year":2017,"lang":"en","type":"article","venue":"Journal of Environmental Quality","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministère des Ressources naturelles et des Forêts; Agriculture and Agri-Food Canada; Université du Québec à Chicoutimi","funders":"Mitacs; Université du Québec à Chicoutimi","keywords":"Tailings; Environmental science; Greenhouse gas; Tonne; Land reclamation; Paper mill; Environmental engineering; Waste management; Effluent; Chemistry; Engineering; Geology; Ecology","score_opus":0.017761023025702243,"score_gpt":0.2866376686836044,"score_spread":0.26887664565790215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2738775128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99973303,0.000024580435,0.0000715886,0.0000042209626,0.0000021240064,0.0000066111174,0.00004839812,0.0000071688028,0.000102208694],"genre_scores_gemma":[0.9989563,0.000062046296,0.00042346233,0.000012116493,0.0000022935062,0.000012310153,0.00009349414,0.000004139136,0.00043385866],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983823,0.000029228997,0.000010445602,0.00004436763,0.000050660146,0.000027054119],"domain_scores_gemma":[0.99980634,0.000045748056,0.00005410922,0.000013499326,0.0000527268,0.000027632754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018636699,0.000376885,0.00038656942,0.00025892857,0.00032482707,0.00031943253,0.00023510285,0.00039906224,0.00060698186],"category_scores_gemma":[0.0001701647,0.00013156064,0.00033583306,0.00024829636,0.00019583615,0.00016448068,0.00019972723,0.00021577014,0.00009311964],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007961211,0.00014687236,0.009681972,0.00010463072,0.00001735497,0.00019525719,0.00011890162,0.0005315829,0.9841643,0.0000074389873,0.000042247593,0.0041932515],"study_design_scores_gemma":[0.000051467625,0.004764004,0.22433665,0.000015154563,0.00007882613,0.000121350844,0.0005849654,0.0036053907,0.76539046,0.000036030906,0.0009914276,0.000024259267],"about_ca_topic_score_codex":0.0054285084,"about_ca_topic_score_gemma":0.013147355,"teacher_disagreement_score":0.0054285084,"about_ca_system_score_codex":0.00044645197,"about_ca_system_score_gemma":0.00031446075,"threshold_uncertainty_score":0.010793865},"labels":[],"label_agreement":null},{"id":"W2742874039","doi":"10.1680/jgein.17.00018","title":"Effect of brine on long-term performance of four HDPE geomembranes","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geomembrane; High-density polyethylene; Brine; Geosynthetics; Materials science; Ultimate tensile strength; Composite material; Geotechnical engineering; Polyethylene; Tensile strain; Residual strength; Chemistry; Geology","score_opus":0.011414301236560155,"score_gpt":0.2666236194282574,"score_spread":0.25520931819169723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2742874039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994904,0.0001842558,0.00012437977,0.000006047089,0.0000042382403,0.0000035964713,0.000056889363,0.0000057935517,0.0001244353],"genre_scores_gemma":[0.9983535,0.00017649168,0.00039961445,0.000010058644,0.0000029277824,0.000008242724,0.00013786422,0.0000063215916,0.00090495864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971944,0.000047830745,0.000029011255,0.00005587865,0.00007574245,0.00007212873],"domain_scores_gemma":[0.99950266,0.00011448582,0.00012809911,0.00004691378,0.0001477063,0.0000601319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044239726,0.0005662693,0.0004918163,0.00023851555,0.00023009631,0.00041010874,0.00026616707,0.00054510986,0.0010570977],"category_scores_gemma":[0.000861164,0.00016149052,0.00037680165,0.00020527506,0.000260529,0.000496664,0.00037193234,0.0003987107,0.00023133236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061131106,0.000057844267,0.0013315078,0.000060905717,0.000024493458,0.00006915424,0.00009216016,0.00049205124,0.99513394,0.000016829179,0.000014210403,0.002095667],"study_design_scores_gemma":[0.000010037395,0.0019357832,0.010533231,0.000009478534,0.0000475552,0.000060100563,0.0000907385,0.00056267495,0.9861312,0.000012383129,0.0005914769,0.000015287507],"about_ca_topic_score_codex":0.0012235012,"about_ca_topic_score_gemma":0.0017852944,"teacher_disagreement_score":0.0012235012,"about_ca_system_score_codex":0.0003171911,"about_ca_system_score_gemma":0.00016696054,"threshold_uncertainty_score":0.003536284},"labels":[],"label_agreement":null},{"id":"W2743879743","doi":"10.1680/jenge.17.00001","title":"Polymer-enhanced bentonite–sand to cover calcium-rich soil","year":2017,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Bentonite; Geosynthetic clay liner; Geomembrane; Hydraulic conductivity; Calcium; Soil cover; Soil test; Geotechnical engineering; Environmental science; Materials science; Composite material; Soil water; Soil science; Geology; Metallurgy","score_opus":0.012927116932876808,"score_gpt":0.2472650956984191,"score_spread":0.23433797876554227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2743879743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989158,0.00011804973,0.00061027176,0.000007794694,0.0000046823698,0.000014589664,0.00008305203,0.000021173408,0.00022472879],"genre_scores_gemma":[0.9967649,0.0001410978,0.0018846333,0.000011658089,0.000002196764,0.000017213508,0.00014045888,0.000008010272,0.0010298496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998989,0.000009453367,0.0000068012823,0.000029403893,0.000031316642,0.000024043842],"domain_scores_gemma":[0.9998927,0.000018017583,0.00003417767,0.000008696612,0.000022943133,0.000023501732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118229735,0.0003427805,0.00027158333,0.0001813185,0.00015001926,0.00022017895,0.00021675663,0.00019378641,0.00085664965],"category_scores_gemma":[0.00016793032,0.00012187509,0.00024451775,0.00016176005,0.00012304443,0.0001827513,0.00022263617,0.0002391404,0.00013803871],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007358846,0.000016751996,0.0006151978,0.000037004436,0.000005500413,0.000024048724,0.000010186922,0.00014528529,0.9982134,0.000007986829,0.000006682626,0.0008444659],"study_design_scores_gemma":[0.0000072692196,0.0006666903,0.010145428,0.000005065469,0.000016154438,0.00006549483,0.00003377313,0.0007155419,0.98746777,0.000007373609,0.00086456485,0.0000048476763],"about_ca_topic_score_codex":0.0024553465,"about_ca_topic_score_gemma":0.0051322826,"teacher_disagreement_score":0.0024553465,"about_ca_system_score_codex":0.00021963149,"about_ca_system_score_gemma":0.00021093275,"threshold_uncertainty_score":0.0048820972},"labels":[],"label_agreement":null},{"id":"W2746249887","doi":"10.1016/j.wasman.2017.08.028","title":"Optimization of first order decay gas generation model parameters for landfills located in cold semi-arid climates","year":2017,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Environmental Protection Agency","keywords":"Arid; Landfill gas; Environmental science; Methane; Residual; Least-squares function approximation; Hydrology (agriculture); Soil science; Environmental engineering; Mathematics; Statistics; Engineering; Algorithm; Geology; Chemistry; Geotechnical engineering","score_opus":0.02445505317702056,"score_gpt":0.24145548724732535,"score_spread":0.21700043407030478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2746249887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.954745,0.00014718129,0.03787962,0.00015520258,0.000016075574,0.000053575586,0.0003660686,0.00017726922,0.006460105],"genre_scores_gemma":[0.9970415,0.000030150522,0.002138902,0.000007411569,0.000001068416,0.000025757965,0.00010769736,0.000015660424,0.0006317426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999039,0.000028859358,0.0000036200352,0.000015980268,0.000013452448,0.00003415137],"domain_scores_gemma":[0.99967384,0.0002010553,0.000033628723,0.000014612632,0.000057122008,0.00001975662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042586913,0.000697319,0.00073042884,0.00039216457,0.0005497705,0.000827333,0.00054211344,0.00096484536,0.0017409555],"category_scores_gemma":[0.0008109474,0.00040781565,0.00081540475,0.00034686844,0.00036448025,0.00048182879,0.00042162254,0.0006960386,0.00017924848],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003752413,0.000018514631,0.00060681417,0.000012499165,0.000004863002,0.000017870025,0.000010291068,0.9973539,0.0007744347,0.00012698982,0.000055930308,0.0009803578],"study_design_scores_gemma":[0.00001659888,0.00004247972,0.00062046375,0.0000027309115,0.0000089598325,0.000004594544,0.000044254863,0.9978669,0.0011448702,0.00012715989,0.00011598065,0.0000050386084],"about_ca_topic_score_codex":0.023341997,"about_ca_topic_score_gemma":0.019379023,"teacher_disagreement_score":0.023341997,"about_ca_system_score_codex":0.0009889374,"about_ca_system_score_gemma":0.0011248394,"threshold_uncertainty_score":0.04641223},"labels":[],"label_agreement":null},{"id":"W2747767459","doi":"10.1016/j.wasman.2017.08.027","title":"Landfill gas distribution at the base of passive methane oxidation biosystems: Transient state analysis of several configurations","year":2017,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Waste Management; Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Landfill gas; Anaerobic oxidation of methane; Methane gas; Flow (mathematics); Transient (computer programming); Environmental science; Chemistry; Chemical engineering; Environmental engineering; Mechanics; Computer science; Engineering; Physics","score_opus":0.011391687925713411,"score_gpt":0.2340090992914955,"score_spread":0.2226174113657821,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2747767459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99725336,0.000015512062,0.0018687177,0.000012294208,0.0000015468266,0.000005746057,0.00007181191,0.00005860637,0.0007125066],"genre_scores_gemma":[0.99959856,0.0000050700746,0.00010440852,0.0000013811346,2.6446685e-7,0.0000027096207,0.000039648625,0.0000042552447,0.0002436663],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998586,0.00002209233,0.00000421412,0.00003358596,0.00003312036,0.000048430014],"domain_scores_gemma":[0.999684,0.00013051521,0.000036164045,0.000030640207,0.00008722907,0.00003157035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028881812,0.0002723337,0.00029724656,0.0005140648,0.00045755727,0.000628141,0.00053206296,0.0003549508,0.003563357],"category_scores_gemma":[0.0005088596,0.0001799427,0.00027527256,0.00039496308,0.0005584352,0.0007772782,0.0003352798,0.00028058284,0.00028395347],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008534567,0.0007989674,0.086830504,0.00019845241,0.00014561991,0.00077876745,0.00074519543,0.29833063,0.55271155,0.006738376,0.0010494258,0.043138005],"study_design_scores_gemma":[0.00009630664,0.0014833286,0.037539274,0.000012365446,0.000107821914,0.0000986744,0.00077014166,0.51638204,0.44079757,0.0018000954,0.00086525583,0.0000471044],"about_ca_topic_score_codex":0.004068107,"about_ca_topic_score_gemma":0.0039596795,"teacher_disagreement_score":0.004068107,"about_ca_system_score_codex":0.0010671853,"about_ca_system_score_gemma":0.00035931764,"threshold_uncertainty_score":0.011920571},"labels":[],"label_agreement":null},{"id":"W2751063430","doi":"10.1061/40789(168)22","title":"Plasticizer Retention in PVC Geomembranes","year":2005,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian General-Tower (Canada)","funders":"","keywords":"Plasticizer; Geomembrane; Materials science; Containment (computer programming); Composite material; Computer science","score_opus":0.008658794489034007,"score_gpt":0.20472595467507965,"score_spread":0.19606716018604564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2751063430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934216,0.0013120013,0.0033626154,0.000076019205,0.000014110743,0.00001314709,0.0001280754,0.000042097097,0.0016303712],"genre_scores_gemma":[0.996566,0.0006082793,0.0008652276,0.000024654199,0.0000054583943,0.000010666347,0.00013369166,0.00001412617,0.0017719801],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994523,0.000083141334,0.00003526511,0.00008769005,0.00021978837,0.000121805395],"domain_scores_gemma":[0.9993383,0.0001420354,0.00019613431,0.000044099572,0.00024930318,0.000030132464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000568129,0.0002035624,0.0002559332,0.0005294855,0.00041153355,0.00065873854,0.0003147991,0.00041032795,0.00080847647],"category_scores_gemma":[0.0010334644,0.00012961452,0.00034741967,0.0006358254,0.00024433903,0.001104061,0.0003287967,0.0003468569,0.00031819302],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005221538,0.000060772378,0.0055004074,0.00020136095,0.000032490138,0.00024279363,0.00021085609,0.0035574383,0.9625713,0.0005780623,0.0002738271,0.02624855],"study_design_scores_gemma":[0.0000035251333,0.000287592,0.0046941256,0.000015504138,0.000018391438,0.000126145,0.000100195895,0.0019159587,0.99117786,0.00011826481,0.0015293617,0.000013035812],"about_ca_topic_score_codex":0.002418186,"about_ca_topic_score_gemma":0.0018741087,"teacher_disagreement_score":0.002418186,"about_ca_system_score_codex":0.0006547044,"about_ca_system_score_gemma":0.00037723637,"threshold_uncertainty_score":0.0048081875},"labels":[],"label_agreement":null},{"id":"W2753297014","doi":"10.1139/cgj-2017-0291","title":"Sodium hexametaphosphate (SHMP)-amended calcium bentonite for slurry trench cutoff walls: workability and microstructure characteristics","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":80,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sodium hexametaphosphate; Bentonite; Zeta potential; Slurry; Chemical engineering; Chemistry; Sodium; Materials science; Nuclear chemistry; Composite material; Metallurgy; Nanotechnology","score_opus":0.018139150643630076,"score_gpt":0.25240195846446334,"score_spread":0.23426280782083325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2753297014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99698037,0.00043790846,0.0018587448,0.00001853202,0.000008009077,0.000020551512,0.00014950153,0.000020018599,0.0005063991],"genre_scores_gemma":[0.9940076,0.00038319422,0.0036867124,0.000017511906,0.0000026871826,0.000026191141,0.0002644576,0.000015366084,0.0015962253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998204,0.000017925053,0.00001715321,0.00004894643,0.00007069417,0.000024959607],"domain_scores_gemma":[0.99985325,0.000023339413,0.000048137816,0.0000107717315,0.00004368593,0.00002073559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017052854,0.00032912602,0.00024825495,0.00018737727,0.00015324673,0.00036881038,0.00023706771,0.0003686821,0.00060500397],"category_scores_gemma":[0.00022013171,0.00016708365,0.00028887513,0.00021516206,0.00012706254,0.00026066566,0.00020886397,0.00035878533,0.00016429712],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000338035,0.000008935594,0.00048783974,0.000037006437,0.0000033893027,0.000031142252,0.000009650944,0.000058966267,0.99805593,0.0000072633397,0.0000046592427,0.001261482],"study_design_scores_gemma":[0.0000037834718,0.00026028382,0.010030856,0.000008092641,0.000016877597,0.0000891768,0.000066723114,0.000500875,0.98806375,0.00001204268,0.0009416082,0.0000059824956],"about_ca_topic_score_codex":0.0015428675,"about_ca_topic_score_gemma":0.00550401,"teacher_disagreement_score":0.0015428675,"about_ca_system_score_codex":0.00020061567,"about_ca_system_score_gemma":0.00016283948,"threshold_uncertainty_score":0.0030677915},"labels":[],"label_agreement":null},{"id":"W2754076303","doi":"10.1139/cgj-2017-0375","title":"Field measurements of overlap reductions for two reinforced fabric-encased geosynthetic clay liners (GCLs)","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geomembrane; Shrinkage; Geotechnical engineering; Geosynthetics; Bentonite; Materials science; Composite number; High-density polyethylene; Composite material; Geotextile; Full scale; Geology; Polyethylene; Hydraulic conductivity; Soil water; Structural engineering; Engineering; Soil science","score_opus":0.03588250205829773,"score_gpt":0.28299710176525583,"score_spread":0.2471145997069581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2754076303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994216,0.0000055361584,0.00030220582,0.0000010657886,5.053044e-7,0.0000059232766,0.000057619647,0.000013908494,0.00019171613],"genre_scores_gemma":[0.9986181,0.000012788478,0.00070580654,0.000004186753,7.1736554e-7,0.0000125719735,0.00014191895,0.0000078059065,0.0004960722],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99977833,0.000014849466,0.00001056178,0.00005122648,0.00010401016,0.0000409831],"domain_scores_gemma":[0.9993623,0.00010957794,0.00019938324,0.000048281538,0.0002122885,0.00006809223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002425282,0.00034771868,0.00022698751,0.00037837992,0.00035539642,0.00018705934,0.00027208924,0.00027624876,0.00096550205],"category_scores_gemma":[0.0003959608,0.00017794098,0.00014399216,0.0002813519,0.0002806168,0.00022047367,0.00023948059,0.00032998217,0.00018931825],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008739681,0.00019606223,0.054051183,0.00004892188,0.000016852522,0.0001836905,0.0005998231,0.0010710619,0.93152446,0.000036310223,0.000076525626,0.011321173],"study_design_scores_gemma":[0.000021799488,0.002515629,0.6586877,0.0000062420254,0.000030613824,0.0002770807,0.0006133086,0.002081929,0.33487672,0.000026820888,0.0008439648,0.000018083067],"about_ca_topic_score_codex":0.0042278017,"about_ca_topic_score_gemma":0.01460658,"teacher_disagreement_score":0.0042278017,"about_ca_system_score_codex":0.00023666979,"about_ca_system_score_gemma":0.00014951642,"threshold_uncertainty_score":0.008406341},"labels":[],"label_agreement":null},{"id":"W2759060764","doi":"","title":"Monitoring CO 2 Sequestration by Mineral Carbonation in Mine Tailings at Thetford Mines, Quebec, Canada","year":2014,"lang":"en","type":"article","venue":"AGU Fall Meeting Abstracts","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"","keywords":"Tailings; Carbonation; Carbon sequestration; Environmental science; Mining engineering; Geology; Environmental protection; Engineering; Carbon dioxide; Metallurgy","score_opus":0.00862018561236638,"score_gpt":0.21563395465329405,"score_spread":0.20701376904092766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2759060764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99021065,0.00028117636,0.0005540301,0.00023515355,0.000013094627,0.00007725303,0.003031265,0.000058000784,0.0055393265],"genre_scores_gemma":[0.9882548,0.00017536628,0.00094430445,0.000095753865,0.0000044690646,0.00003523831,0.0010593849,0.00001771535,0.009412979],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99965227,0.000022401693,0.0000102906515,0.00007204008,0.00015305742,0.000090067624],"domain_scores_gemma":[0.99931777,0.000032403543,0.000046942692,0.000011000594,0.00052216486,0.00006971579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029214722,0.0004044551,0.00034744912,0.0009298632,0.0024759008,0.000897557,0.0010089567,0.00056846184,0.001914974],"category_scores_gemma":[0.0004088602,0.00026560508,0.00020325228,0.0014501764,0.00045267862,0.00039755518,0.0003772815,0.0003814508,0.00039523272],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058025133,0.00023961699,0.9067142,0.00011179683,0.00015275876,0.00044741936,0.0018752859,0.0057484065,0.02977707,0.00026808667,0.00785699,0.046228074],"study_design_scores_gemma":[0.000024878811,0.00005292942,0.9874987,0.000025138655,0.000021069696,0.000033853772,0.0012958975,0.0051160958,0.0021696477,0.00003519671,0.0037048098,0.000021736074],"about_ca_topic_score_codex":0.9937139,"about_ca_topic_score_gemma":0.9982406,"teacher_disagreement_score":0.017998198,"about_ca_system_score_codex":0.017998198,"about_ca_system_score_gemma":0.011780674,"threshold_uncertainty_score":0.13058668},"labels":[],"label_agreement":null},{"id":"W2765320620","doi":"10.1016/j.geotexmem.2017.10.007","title":"Calculating local geomembrane strains from a single gravel particle with thin plate theory","year":2017,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Materials science; Geotechnical engineering; Displacement (psychology); Curvature; Rotational symmetry; Radial stress; Deformation (meteorology); Mechanics; Bending; Gaussian curvature; Geometry; Structural engineering; Composite material; Geology; Mathematics; Engineering; Physics","score_opus":0.013532934508892843,"score_gpt":0.21500407487772524,"score_spread":0.2014711403688324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765320620","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43313017,0.0006602928,0.5068194,0.00041048843,0.00020798366,0.00018537318,0.0004897802,0.0007854013,0.05731105],"genre_scores_gemma":[0.9521044,0.00025092857,0.03941894,0.000053651303,0.000027811908,0.0001048226,0.00017101126,0.00023446398,0.007633956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999796,0.000032855827,0.000009008568,0.000023284143,0.000108148866,0.00003078253],"domain_scores_gemma":[0.9992054,0.0004307817,0.000058357877,0.00010931004,0.00013823713,0.000057873916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052469084,0.00080434536,0.0009145209,0.00089093234,0.0006528912,0.0010171555,0.0020519677,0.0017547958,0.0037746099],"category_scores_gemma":[0.00202529,0.0007539281,0.00067441346,0.0011672276,0.0012482688,0.0013067313,0.0011598543,0.0013525396,0.00069962314],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031991214,0.000030877174,0.00049280515,0.000076549455,0.000015639673,0.00015404494,0.000034687873,0.9779563,0.003157849,0.012614092,0.00019992968,0.005235234],"study_design_scores_gemma":[0.000006166035,0.0000079203965,0.00021555499,0.0000042633756,0.0000036920412,0.000012871922,0.000017791735,0.9969393,0.0012066306,0.0014809341,0.00009888045,0.000006053812],"about_ca_topic_score_codex":0.010434426,"about_ca_topic_score_gemma":0.007862113,"teacher_disagreement_score":0.010434426,"about_ca_system_score_codex":0.0011151247,"about_ca_system_score_gemma":0.0012139821,"threshold_uncertainty_score":0.020747364},"labels":[],"label_agreement":null},{"id":"W2767906468","doi":"10.1680/jgein.17.00037","title":"Effects of a very low pH solution on the properties of an HDPE geomembrane","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Ageing; Crystallinity; Polyethylene; Materials science; Ultimate tensile strength; Accelerated aging; Antioxidant; Melt flow index; Low-density polyethylene; Composite material; Chemistry; Organic chemistry; Polymer; Medicine","score_opus":0.013362074363058736,"score_gpt":0.22305143970310687,"score_spread":0.20968936534004814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767906468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977276,0.000771954,0.0009620734,0.000036957023,0.000016220918,0.000013638038,0.00008921447,0.000013056718,0.00036926955],"genre_scores_gemma":[0.99700624,0.00044909044,0.001720682,0.00004105412,0.000006470776,0.00001334823,0.000081745675,0.000005629741,0.00067580445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981374,0.000042720712,0.00002072973,0.000035898673,0.000059787395,0.000027135573],"domain_scores_gemma":[0.9996786,0.00009496645,0.00010405772,0.000016192273,0.00007509313,0.00003108233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029617897,0.00034829482,0.00023706524,0.00015385757,0.00012365477,0.00025956455,0.00014842903,0.00036991888,0.0007624875],"category_scores_gemma":[0.00047510513,0.00012975858,0.00020103887,0.00012216598,0.00019485345,0.00032325,0.00020251835,0.00037680255,0.00014286357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011025771,0.000010825468,0.00024837078,0.00004471559,0.0000054797842,0.000035466543,0.00001765207,0.000046937166,0.9985771,0.000008830022,0.000007883337,0.0008864489],"study_design_scores_gemma":[0.000004822599,0.00042924532,0.0023963607,0.0000051621973,0.0000118633825,0.0000687064,0.000026583477,0.00018421434,0.9964553,0.000007582608,0.00040576988,0.000004389243],"about_ca_topic_score_codex":0.00041896658,"about_ca_topic_score_gemma":0.0005902762,"teacher_disagreement_score":0.0007624875,"about_ca_system_score_codex":0.0001431094,"about_ca_system_score_gemma":0.00012756842,"threshold_uncertainty_score":0.0025507808},"labels":[],"label_agreement":null},{"id":"W2772383042","doi":"10.1680/jgein.17.00027","title":"Gas advection-diffusion in geosynthetic clay liners with powder and granular bentonites","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Geosynthetic clay liner; Gravimetric analysis; Permeability (electromagnetism); Bentonite; Saturation (graph theory); Gaseous diffusion; Pore water pressure; Geotechnical engineering; Diffusion; Overburden pressure; Materials science; Advection; Mineralogy; Composite material; Geology; Soil science; Chemistry; Soil water; Hydraulic conductivity; Thermodynamics; Membrane","score_opus":0.007412882517307751,"score_gpt":0.23378287572621323,"score_spread":0.22636999320890547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2772383042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928856,0.00006394628,0.00047392785,0.000006162085,0.0000010461521,0.000006095349,0.000045616827,0.000013553929,0.00010118306],"genre_scores_gemma":[0.99825615,0.00009384501,0.0011622318,0.000006314119,0.000001583883,0.00000935723,0.000108808876,0.000008565675,0.0003531793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979717,0.000031236326,0.000014601381,0.000058497444,0.000064195,0.000034195073],"domain_scores_gemma":[0.99974376,0.00007939902,0.00008360279,0.000015575377,0.000047213645,0.00003050046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026040358,0.0003965427,0.0002707777,0.000255509,0.00014691324,0.00029020844,0.00030662728,0.0002523094,0.00059496175],"category_scores_gemma":[0.00043870375,0.00020295367,0.00023679348,0.00025774457,0.0003401969,0.0005246566,0.000267788,0.00029561308,0.00009515614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012449552,0.0000129371365,0.00070019683,0.00003227076,0.000004637557,0.000028547152,0.000040778268,0.00024303455,0.9981704,0.00001878363,0.0000041389458,0.0006198445],"study_design_scores_gemma":[0.000017125882,0.0005576576,0.00988108,0.0000061606215,0.000013997827,0.00007551064,0.000109697095,0.0028019417,0.9862112,0.000017576744,0.00029755072,0.000010543487],"about_ca_topic_score_codex":0.0041697887,"about_ca_topic_score_gemma":0.0042484803,"teacher_disagreement_score":0.0041697887,"about_ca_system_score_codex":0.0004245872,"about_ca_system_score_gemma":0.00012489108,"threshold_uncertainty_score":0.008291066},"labels":[],"label_agreement":null},{"id":"W2775676608","doi":"10.1139/cgj-2017-0558","title":"Modelling deformation and strains induced by waste settlement in a centrifuge test","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Centrifuge; Geotechnical engineering; Settlement (finance); Ultimate tensile strength; Stiffness; Foundation (evidence); Containment (computer programming); Parametric statistics; Shear (geology); Deformation (meteorology); Geosynthetics; Geology; Environmental science; Structural engineering; Engineering; Materials science; Composite material","score_opus":0.01888603430913797,"score_gpt":0.22771148778804337,"score_spread":0.2088254534789054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775676608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93648213,0.000056724442,0.05680518,0.00010398267,0.000015943398,0.00007354983,0.00021140972,0.00034980476,0.0059013152],"genre_scores_gemma":[0.9955556,0.000026857537,0.003604465,0.000007565711,9.843425e-7,0.000025025669,0.00005573211,0.0000105799745,0.0007132213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999775,0.000032112966,0.000019071374,0.000030668547,0.00010877309,0.00003434164],"domain_scores_gemma":[0.99961674,0.00016652944,0.00007549763,0.000056578552,0.000059736467,0.000024925363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045834546,0.00046566626,0.0003473024,0.0004972353,0.00031306676,0.00058151415,0.0007577813,0.0010857803,0.001109299],"category_scores_gemma":[0.0010433219,0.0002853865,0.00036869964,0.00046817298,0.00066650636,0.0003681347,0.00037147783,0.00036924204,0.0002330214],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008747779,0.000052432268,0.005741353,0.000022805303,0.0000057389934,0.00020314053,0.000077967845,0.96860045,0.018114518,0.00055884453,0.00008120179,0.006454066],"study_design_scores_gemma":[0.0000068921718,0.00006697903,0.0040803156,0.0000049198525,0.0000037817774,0.000037363123,0.00003266247,0.991135,0.004352285,0.00012936133,0.00013835338,0.0000120869245],"about_ca_topic_score_codex":0.011281498,"about_ca_topic_score_gemma":0.00879206,"teacher_disagreement_score":0.011281498,"about_ca_system_score_codex":0.0008136088,"about_ca_system_score_gemma":0.0007274709,"threshold_uncertainty_score":0.022431672},"labels":[],"label_agreement":null},{"id":"W2783461916","doi":"10.2175/193864710802767191","title":"The Power of Sludge Maximizing Energy Recovery at the Woodward Avenue WWTP in Hamilton, Ontario","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Water Environment Federation","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Albert Einstein College of Medicine, Yeshiva University","keywords":"Biosolids; Incineration; Environmental science; Waste management; Sewage sludge; Power (physics); Environmental engineering; Engineering; Sewage treatment; Physics","score_opus":0.004889608830051092,"score_gpt":0.16738646124740242,"score_spread":0.16249685241735132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783461916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9223153,0.0010779167,0.002875344,0.004107917,0.000050056053,0.0003074123,0.0008330234,0.00024860082,0.06818449],"genre_scores_gemma":[0.94725245,0.0009827998,0.0033225087,0.00019303004,0.000015656868,0.000047736426,0.0004061648,0.000046820936,0.047732837],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9992681,0.00004858149,0.000014033295,0.00007541431,0.00033973373,0.0002541343],"domain_scores_gemma":[0.9995666,0.000051728894,0.000040181483,0.000018356048,0.00022541951,0.00009771082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037522014,0.00022302647,0.00016646681,0.00037327412,0.0038316646,0.001213389,0.00049745216,0.0005167287,0.0056721964],"category_scores_gemma":[0.00053786667,0.00029361038,0.00024236822,0.00083091715,0.0008138958,0.0004950185,0.00059195573,0.000400382,0.00056451623],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034496903,0.00048298095,0.16402201,0.0011724372,0.00018763753,0.005592847,0.007897881,0.02379947,0.24089418,0.016278587,0.092943594,0.4432787],"study_design_scores_gemma":[0.00049338123,0.0011594725,0.61869985,0.00018728443,0.00019224518,0.0007101293,0.014139918,0.019804444,0.10774397,0.0034990073,0.23318994,0.00018037044],"about_ca_topic_score_codex":0.92552847,"about_ca_topic_score_gemma":0.9884787,"teacher_disagreement_score":0.07447153,"about_ca_system_score_codex":0.01937241,"about_ca_system_score_gemma":0.03858547,"threshold_uncertainty_score":0.14982015},"labels":[],"label_agreement":null},{"id":"W2788688910","doi":"10.1139/cgj-2017-0602","title":"Erosion of silty sand tailings through a geomembrane defect under filter incompatible conditions","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Tailings; Geotechnical engineering; Piping; Erosion; Levee; Environmental science; Geology; Environmental engineering; Materials science; Metallurgy; Geomorphology","score_opus":0.017886429765827168,"score_gpt":0.25145519662612575,"score_spread":0.2335687668602986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788688910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998098,0.000011578471,0.00009429076,0.0000025792965,7.069126e-7,0.0000024994893,0.0000073400556,0.000001790203,0.00006937933],"genre_scores_gemma":[0.9994382,0.000029275207,0.00024811176,0.000006811244,6.615635e-7,0.0000022884085,0.000025054049,0.0000013975651,0.0002480656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998092,0.000022056547,0.000013245488,0.000027397457,0.00006407778,0.000063957326],"domain_scores_gemma":[0.9997291,0.000063123945,0.00008286241,0.000029297942,0.000055789893,0.000039805775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002657454,0.00020421717,0.00024815957,0.00015421258,0.00032836976,0.00037851554,0.0002028993,0.00028075464,0.0007228784],"category_scores_gemma":[0.0004307201,0.00011509394,0.00023237578,0.000120159166,0.00031110723,0.0003188286,0.00028627188,0.00027334274,0.00008143697],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036703842,0.00008430158,0.01783839,0.00007171755,0.00001523878,0.0004992348,0.0002649975,0.0008123359,0.97622526,0.000054237258,0.000044442662,0.0037227909],"study_design_scores_gemma":[0.000023793562,0.0036223014,0.11890848,0.000015955027,0.000037315865,0.00062700815,0.0010113199,0.0030655777,0.8719609,0.00007134724,0.0006380104,0.000017936787],"about_ca_topic_score_codex":0.0045046452,"about_ca_topic_score_gemma":0.010256687,"teacher_disagreement_score":0.0045046452,"about_ca_system_score_codex":0.00037455972,"about_ca_system_score_gemma":0.00031033758,"threshold_uncertainty_score":0.00895685},"labels":[],"label_agreement":null},{"id":"W2789618280","doi":"10.1007/s10706-018-0485-z","title":"Elements of Design of Passive Methane Oxidation Biosystems: Fundamental and Practical Considerations About Compaction and Hydraulic Characteristics on Biogas Migration","year":2018,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biogas; Methane; Compaction; Hydrogeology; Environmental science; Engineering; Environmental engineering; Waste management; Geotechnical engineering; Chemistry","score_opus":0.025030149226177877,"score_gpt":0.2508871836400577,"score_spread":0.2258570344138798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789618280","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1402566,0.00015470792,0.84880877,0.00031716633,0.000036362708,0.00014929965,0.00007437933,0.00036209854,0.009840659],"genre_scores_gemma":[0.92718774,0.00015974672,0.06832176,0.00004903505,0.000015708367,0.00013134905,0.00005210965,0.00005380965,0.0040287813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996362,0.000087189466,0.000020666463,0.00006659583,0.00015119236,0.000038239115],"domain_scores_gemma":[0.99961793,0.00012000253,0.00006705921,0.000053572978,0.00011628814,0.000025073734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005220484,0.00055820745,0.00054461416,0.00030138917,0.0006044821,0.0012050753,0.0011129386,0.00091901235,0.0019252569],"category_scores_gemma":[0.0012390185,0.0005110287,0.00031209408,0.00019325352,0.00057895825,0.0013433907,0.0005784423,0.0003782414,0.00052762905],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053410314,0.00032340927,0.004271811,0.0005225797,0.000060800397,0.00018332555,0.00037890908,0.5977359,0.25635174,0.028350359,0.0006783955,0.1106087],"study_design_scores_gemma":[0.00008997181,0.001831053,0.0035760272,0.00005371007,0.0001286078,0.00021649763,0.00028705836,0.8108828,0.15545034,0.015463826,0.011966973,0.000053145974],"about_ca_topic_score_codex":0.0009609853,"about_ca_topic_score_gemma":0.0014938391,"teacher_disagreement_score":0.0019252569,"about_ca_system_score_codex":0.000556691,"about_ca_system_score_gemma":0.00079599227,"threshold_uncertainty_score":0.0064406395},"labels":[],"label_agreement":null},{"id":"W2790228593","doi":"10.1016/j.biortech.2018.01.069","title":"Towards developing a representative biochemical methane potential (BMP) assay for landfilled municipal solid waste – A review","year":2018,"lang":"en","type":"review","venue":"Bioresource Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Municipal solid waste; Methane; Environmental science; Waste management; Landfill gas; Anaerobic digestion; Slurry; Biodegradation; Biogas; Bioreactor landfill; Methanogenesis; Environmental engineering; Chemistry; Engineering","score_opus":0.04437456473557624,"score_gpt":0.3551136180660613,"score_spread":0.31073905333048507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790228593","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00072197954,0.9966455,0.0008919679,0.000245818,0.00014543234,0.000017116443,0.0000749533,0.000009923958,0.0012471732],"genre_scores_gemma":[0.0023496477,0.99517787,0.001409993,0.0001684668,0.00006583257,0.000017751869,0.0000812668,0.0000027358317,0.0007264109],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964666,0.000042787367,0.00005868436,0.00007474935,0.0001562265,0.000020990568],"domain_scores_gemma":[0.99936885,0.0003138411,0.000106275154,0.00001438149,0.00017440405,0.000022304968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008340207,0.0009912995,0.0014980722,0.0031576017,0.0002537888,0.0010855177,0.00079574995,0.0009761494,0.001720937],"category_scores_gemma":[0.0009602911,0.0004010071,0.00065568136,0.0026255345,0.00040648415,0.0017207551,0.000601144,0.0009806952,0.0007965325],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005688388,0.00011983957,0.000533398,0.06266148,0.0001897703,0.00027875148,0.00009452971,0.00068216206,0.02054911,0.0049217865,0.008645496,0.9012669],"study_design_scores_gemma":[0.00001495387,0.0002318568,0.0016491488,0.006691268,0.0004168258,0.0008715227,0.00023683146,0.00025180686,0.013663386,0.002348445,0.9735632,0.000060673065],"about_ca_topic_score_codex":0.0014423996,"about_ca_topic_score_gemma":0.0037255136,"teacher_disagreement_score":0.0031576017,"about_ca_system_score_codex":0.00047144777,"about_ca_system_score_gemma":0.0017189287,"threshold_uncertainty_score":0.0057570934},"labels":[],"label_agreement":null},{"id":"W2791731678","doi":"10.1016/j.wasman.2018.02.029","title":"Methodology to determine the extent of anaerobic digestion, composting and CH4 oxidation in a landfill environment","year":2018,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Anaerobic digestion; Waste management; Landfill gas; Environmental science; Mechanical biological treatment; Methane; Anaerobic oxidation of methane; Digestion (alchemy); Anaerobic exercise; Environmental chemistry; Municipal solid waste; Environmental engineering; Chemistry; Engineering; Waste collection; Biology","score_opus":0.035728254225478574,"score_gpt":0.26184632457613266,"score_spread":0.2261180703506541,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791731678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8843231,0.000691075,0.11220449,0.0000724104,0.000033892724,0.00028625215,0.00043423747,0.00015949496,0.001794908],"genre_scores_gemma":[0.8808659,0.0012678739,0.113295026,0.00006741354,0.000011658178,0.00063092523,0.0006828519,0.00003532495,0.0031431008],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996418,0.000051708368,0.000032088425,0.00006527349,0.00015891719,0.000050189643],"domain_scores_gemma":[0.9997918,0.0000418963,0.000054171887,0.00002354728,0.00006896125,0.000019498682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060227315,0.0004822943,0.0002657393,0.00065878,0.0004411049,0.00030831483,0.00031549585,0.0003937713,0.0005496699],"category_scores_gemma":[0.0003496157,0.00023069272,0.0002573777,0.0004356146,0.00022772432,0.00019317817,0.000248542,0.0004238807,0.00019819138],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052461903,0.00004979253,0.0006503988,0.000041882755,0.0000066273956,0.000010503181,0.000019320778,0.00021013457,0.9958513,0.0000726014,0.000010958619,0.0030240053],"study_design_scores_gemma":[0.0000043978885,0.000178675,0.001391549,0.0000025889753,0.0000101985,0.00004598203,0.00001651205,0.0008057574,0.99674475,0.0000337227,0.0007619255,0.000003841794],"about_ca_topic_score_codex":0.0014659021,"about_ca_topic_score_gemma":0.0026742218,"teacher_disagreement_score":0.0014659021,"about_ca_system_score_codex":0.00031666236,"about_ca_system_score_gemma":0.0010437648,"threshold_uncertainty_score":0.003185153},"labels":[],"label_agreement":null},{"id":"W2792503731","doi":"10.1680/jgein.18.00016","title":"17-year elevated temperature study of HDPE geomembrane longevity in air, water and leachate","year":2018,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); Golder Associates (Canada); Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Leachate; Geomembrane; Geosynthetics; Environmental science; Ultimate tensile strength; Environmental engineering; Geotechnical engineering; Materials science; Chemistry; Environmental chemistry; Composite material; Geology","score_opus":0.007875214512002897,"score_gpt":0.2325981588678249,"score_spread":0.224722944355822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792503731","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993197,0.000056554243,0.00014210239,0.000003499072,0.0000018806342,0.0000062469735,0.00024931066,0.0000050290955,0.00021566411],"genre_scores_gemma":[0.99872226,0.000064912696,0.0001648888,0.000007142444,0.0000022269915,0.000008078019,0.00048544235,0.00000293269,0.00054209755],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999877,0.000008354223,0.000007876182,0.00003821523,0.00003781556,0.00003081622],"domain_scores_gemma":[0.99967957,0.000033898294,0.00007864028,0.000018606395,0.00014993588,0.00003940308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033665434,0.00023467804,0.00046402277,0.0004620203,0.0004429334,0.00030224552,0.0001723241,0.0003011657,0.00061741535],"category_scores_gemma":[0.0002381774,0.00010280358,0.00038552645,0.0003554966,0.00024735028,0.00029811275,0.00024368687,0.00031946754,0.00022770329],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012520342,0.00045215388,0.25795916,0.00015575293,0.00013438695,0.0011732727,0.000877842,0.0023146989,0.7200368,0.00015581652,0.0002592551,0.015228719],"study_design_scores_gemma":[0.000016774373,0.0034687486,0.64449054,0.000022266324,0.00020516895,0.0005903135,0.0008527467,0.0028533244,0.34460363,0.000067344685,0.0027835986,0.000045527686],"about_ca_topic_score_codex":0.003622866,"about_ca_topic_score_gemma":0.0040659397,"teacher_disagreement_score":0.003622866,"about_ca_system_score_codex":0.0003809958,"about_ca_system_score_gemma":0.00017845839,"threshold_uncertainty_score":0.0072035193},"labels":[],"label_agreement":null},{"id":"W2793316282","doi":"10.1007/978-3-319-69399-6_8","title":"Estimation of Landfill Methane Generation from Solid Waste Management Options in the Galapagos Islands","year":2018,"lang":"en","type":"book-chapter","venue":"Social and ecological interactions in the Galapagos Islands","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Calgary; U.S. Environmental Protection Agency","keywords":"Reuse; Waste management; Methane; Greenhouse gas; Municipal solid waste; Environmental science; Biodegradable waste; Population; Environmental engineering; Engineering; Ecology","score_opus":0.0457681371831448,"score_gpt":0.29801105822261764,"score_spread":0.2522429210394728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793316282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908853,0.0006316429,0.0010741221,0.00019670352,0.00000283786,0.000013706848,0.0007448373,0.000024679975,0.0064261644],"genre_scores_gemma":[0.9965982,0.00038712344,0.0012971873,0.000015172432,0.0000024353456,0.000014795161,0.00047436153,0.000010304966,0.0012005336],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985754,0.000057811372,0.0000063390603,0.000021311795,0.00003493846,0.000022105249],"domain_scores_gemma":[0.99969435,0.00020227683,0.000028796956,0.000017972276,0.000039911356,0.000016718232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034775684,0.00039047896,0.0002332139,0.0008829323,0.00016576861,0.0007671239,0.0005351803,0.00030554287,0.0007466271],"category_scores_gemma":[0.0008381579,0.0002120608,0.0005181733,0.0013698264,0.00031924408,0.0003615811,0.0006904273,0.0003212555,0.00008092951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035769312,0.000112589965,0.59508574,0.00035892279,0.0007190131,0.00092484284,0.0012314302,0.29422504,0.007878861,0.0055692317,0.0016565372,0.091880135],"study_design_scores_gemma":[0.000027930995,0.00009128163,0.8190851,0.00009948201,0.00016724668,0.0001791918,0.0045876056,0.16113716,0.0049013714,0.0041632224,0.0055079153,0.00005236647],"about_ca_topic_score_codex":0.110715926,"about_ca_topic_score_gemma":0.103523225,"teacher_disagreement_score":0.110715926,"about_ca_system_score_codex":0.0016189242,"about_ca_system_score_gemma":0.0004731964,"threshold_uncertainty_score":0.22014296},"labels":[],"label_agreement":null},{"id":"W2799462619","doi":"10.2172/1373536","title":"1QCY17 Saltstone waste characterization analysis","year":2017,"lang":"en","type":"report","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Waste management; Municipal solid waste; Environmental science; Solid waste management; Savannah River Site; Leaching (pedology); Quarter (Canadian coin); Toxicity characteristic leaching procedure; Engineering; Radioactive waste; Geography; Archaeology; Hazardous waste; Soil water","score_opus":0.027661616865835213,"score_gpt":0.28983491445982906,"score_spread":0.2621732975939938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799462619","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17127137,0.0007948546,0.01639186,0.0012966992,0.00037390678,0.0068161213,0.3588781,0.0026372424,0.44153985],"genre_scores_gemma":[0.1726251,0.0020190044,0.0259757,0.00084074127,0.00011855883,0.0027740137,0.33842915,0.0015305306,0.4556871],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9951816,0.00016426743,0.00017772304,0.00042184812,0.0036621697,0.00039233034],"domain_scores_gemma":[0.99496293,0.000116100935,0.00020773026,0.00015374641,0.004391401,0.00016822269],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016284898,0.0010366476,0.00069999025,0.0048787845,0.0023072492,0.002032155,0.0010983449,0.0007401603,0.07391983],"category_scores_gemma":[0.0019002082,0.0003780882,0.0007265121,0.0034588778,0.000454692,0.0009515252,0.0011442782,0.0007535129,0.033023525],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012774406,0.0018610533,0.08238324,0.0017753554,0.00015715261,0.0012560254,0.0010434845,0.0047653327,0.22437026,0.009651469,0.43906125,0.23239791],"study_design_scores_gemma":[0.000054679334,0.0004575757,0.054887068,0.00028439483,0.00003708433,0.00028815976,0.0006736441,0.0022999037,0.28908306,0.0010456431,0.6507908,0.00009790604],"about_ca_topic_score_codex":0.07446855,"about_ca_topic_score_gemma":0.1394948,"teacher_disagreement_score":0.07446855,"about_ca_system_score_codex":0.004188081,"about_ca_system_score_gemma":0.010787554,"threshold_uncertainty_score":0.2472865},"labels":[],"label_agreement":null},{"id":"W2800955681","doi":"10.1007/978-981-13-0122-3_1","title":"Tensile Strains in Geomembrane Landfill Liners","year":2018,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Ultimate tensile strength; Tensile strain; Leachate; Geotechnical engineering; Cracking; Materials science; Settlement (finance); Environmental science; Polyethylene; Composite material; Waste management; Geology; Engineering","score_opus":0.01490984315297856,"score_gpt":0.21473959353436176,"score_spread":0.1998297503813832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800955681","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15173376,0.039178155,0.068047404,0.0042220345,0.003634339,0.00013090103,0.00082810887,0.00053731486,0.73168796],"genre_scores_gemma":[0.40229362,0.018320788,0.009671153,0.000442244,0.0006451458,0.00012508778,0.00059138105,0.00032023326,0.5675903],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996909,0.000024852061,0.000011313917,0.000044542867,0.00019603406,0.0000324157],"domain_scores_gemma":[0.9998759,0.000040532155,0.000016653632,0.000019476141,0.000037564343,0.000009850835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033623687,0.00071298087,0.00040460582,0.00058172835,0.00058571604,0.0018420569,0.000941116,0.0010286816,0.019129552],"category_scores_gemma":[0.00055761746,0.00038217386,0.00037257356,0.0006331411,0.00073531637,0.001563866,0.0009080237,0.001203932,0.0028403979],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018820593,0.00024290293,0.0007196299,0.00083863985,0.000030270734,0.0010392793,0.0009321999,0.034987036,0.13930407,0.37832105,0.03544517,0.4079516],"study_design_scores_gemma":[0.000035193643,0.00042121176,0.006371822,0.0005826431,0.000039866845,0.0011873365,0.001979806,0.031637717,0.17738377,0.19512828,0.5850851,0.00014729683],"about_ca_topic_score_codex":0.0006213635,"about_ca_topic_score_gemma":0.0010343677,"teacher_disagreement_score":0.019129552,"about_ca_system_score_codex":0.00071102707,"about_ca_system_score_gemma":0.00032450887,"threshold_uncertainty_score":0.063994706},"labels":[],"label_agreement":null},{"id":"W2801459645","doi":"10.1007/s10661-018-6663-x","title":"Use of seasonal parameters and their effects on FOD landfill gas modeling","year":2018,"lang":"en","type":"article","venue":"Environmental Monitoring and Assessment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Environmental Protection Agency","keywords":"Landfill gas; Environmental science; Arid; Seasonality; RSS; Semi-arid climate; Meteorology; Environmental engineering; Atmospheric sciences; Soil science; Hydrology (agriculture); Mathematics; Statistics; Ecology; Geography; Engineering; Waste management; Geotechnical engineering; Computer science; Municipal solid waste; Geology","score_opus":0.025205313373411867,"score_gpt":0.2591746958530114,"score_spread":0.23396938247959953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801459645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9655933,0.00043375118,0.02833425,0.00023740056,0.000059769212,0.00003536305,0.00079524046,0.00036255334,0.004148335],"genre_scores_gemma":[0.99443215,0.00011456052,0.0048698946,0.000024970575,0.000004466525,0.000013173574,0.00013977781,0.00007114255,0.00032985862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962914,0.00016600968,0.000033341417,0.00007553111,0.000052488092,0.000043448803],"domain_scores_gemma":[0.9966049,0.0024570273,0.00020350619,0.0003517155,0.0003058359,0.00007700004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001524665,0.00052339194,0.000397031,0.00035402062,0.00041728315,0.00077035226,0.0006616328,0.0009047756,0.0008482517],"category_scores_gemma":[0.0053607607,0.00033880674,0.00066690793,0.0005482239,0.00035047083,0.0009595695,0.00040942949,0.0006402783,0.00008118466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002425099,0.00014694234,0.025453,0.00006998961,0.00009289296,0.0000874027,0.000050633545,0.94930506,0.009398545,0.0006618469,0.0002382795,0.01425301],"study_design_scores_gemma":[0.000012722631,0.000066516586,0.007323206,0.000013462431,0.00006510388,0.000020034986,0.000048069964,0.98222417,0.00917851,0.00024659853,0.0007820938,0.000019499226],"about_ca_topic_score_codex":0.021763261,"about_ca_topic_score_gemma":0.025554696,"teacher_disagreement_score":0.021763261,"about_ca_system_score_codex":0.0006280018,"about_ca_system_score_gemma":0.00060642237,"threshold_uncertainty_score":0.04327315},"labels":[],"label_agreement":null},{"id":"W2802268918","doi":"10.1016/j.geotexmem.2018.03.007","title":"Barrier permeation properties of EVOH thin-film membranes under aqueous and non-aqueous conditions","year":2018,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Antarctic Division","keywords":"Permeation; Aqueous solution; Materials science; High-density polyethylene; Polyethylene; Toluene; Relative humidity; Chemical engineering; Thin film; Geomembrane; Composite material; Pervaporation; Membrane; Polymer chemistry; Organic chemistry; Chemistry; Nanotechnology","score_opus":0.008565426678685331,"score_gpt":0.20895569701067024,"score_spread":0.20039027033198492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802268918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99844897,0.0004737356,0.0004469832,0.000023704248,0.000010765265,0.000004344834,0.00014158187,0.000011481246,0.00043843852],"genre_scores_gemma":[0.9974347,0.00055762404,0.0005098866,0.000018810859,0.000004661514,0.0000104769715,0.00026205546,0.0000061906867,0.0011956504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986184,0.00001974907,0.000012382956,0.000021756032,0.00003718394,0.00004702997],"domain_scores_gemma":[0.9997758,0.00008156212,0.000036139096,0.000013838075,0.000078350124,0.000014341509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028301048,0.00022428759,0.00019175302,0.0002022588,0.00021418123,0.00023769237,0.0002764142,0.00038544965,0.0014329965],"category_scores_gemma":[0.00053480145,0.00011301087,0.00021056259,0.0002176768,0.00019448742,0.0005960299,0.00014417901,0.000333743,0.00030684134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004966209,0.000028146316,0.00032618357,0.00011510577,0.00001194127,0.0000778261,0.00008837628,0.00021163501,0.9967154,0.0001398283,0.000063064035,0.0017257092],"study_design_scores_gemma":[0.0000066044904,0.0001252493,0.0012270348,0.0000075420326,0.000013279251,0.00004636072,0.00009771808,0.00077404466,0.99722713,0.00003635915,0.00043149485,0.000007151298],"about_ca_topic_score_codex":0.0015379471,"about_ca_topic_score_gemma":0.0007294842,"teacher_disagreement_score":0.0015379471,"about_ca_system_score_codex":0.00018208599,"about_ca_system_score_gemma":0.0001922834,"threshold_uncertainty_score":0.0047938228},"labels":[],"label_agreement":null},{"id":"W2802888411","doi":"10.1080/10962247.2018.1469555","title":"Analysis of the number of flux chamber samples and study area size on the accuracy of emission rate measurements","year":2018,"lang":"en","type":"article","venue":"Journal of the Air & Waste Management Association","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Monte Carlo method; Flux (metallurgy); Sampling (signal processing); Standard deviation; Environmental science; Population; Statistics; Accuracy and precision; Mathematics; Physics; Materials science; Optics","score_opus":0.029180552551148965,"score_gpt":0.2649099544586332,"score_spread":0.23572940190748423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802888411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87186587,0.00078851846,0.12325377,0.00029422957,0.000037642334,0.00025687902,0.00051567366,0.0003472578,0.0026400993],"genre_scores_gemma":[0.9613494,0.0001652439,0.037204795,0.000069943904,0.000010972332,0.00021665226,0.00044536524,0.000084023835,0.0004536294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.98149407,0.011468262,0.0010412114,0.0022283685,0.0030711053,0.00069698534],"domain_scores_gemma":[0.5586481,0.4133561,0.009135797,0.0086866645,0.00959984,0.00057358784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.031519912,0.0007066709,0.0011605931,0.0010740868,0.00062147604,0.0014724558,0.0013578054,0.0013027063,0.000954628],"category_scores_gemma":[0.122985706,0.0007928983,0.0015521412,0.0013304455,0.0009993246,0.0018502763,0.00082762673,0.0010461072,0.00015302727],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014962746,0.00027869229,0.18442549,0.00030362155,0.00057239516,0.0003403828,0.0004092009,0.7617361,0.010088957,0.00397867,0.0005414408,0.035828713],"study_design_scores_gemma":[0.00008401608,0.00078271097,0.08969448,0.000089338835,0.00034591768,0.00037985903,0.00025602485,0.8867321,0.017757602,0.0021404258,0.001629862,0.00010754535],"about_ca_topic_score_codex":0.004862521,"about_ca_topic_score_gemma":0.005125766,"teacher_disagreement_score":0.031519912,"about_ca_system_score_codex":0.0015119072,"about_ca_system_score_gemma":0.0012939138,"threshold_uncertainty_score":0.16669518},"labels":[],"label_agreement":null},{"id":"W2803793405","doi":"10.1016/j.envpol.2018.05.039","title":"Biofiltration of methane using hybrid mixtures of biochar, lava rock and compost","year":2018,"lang":"en","type":"article","venue":"Environmental Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Mitacs; Emissions Reduction Alberta","keywords":"Compost; Biochar; Biofilter; Environmental chemistry; Chemistry; Aeration; Pulp and paper industry; Environmental science; Environmental engineering; Agronomy; Biology; Pyrolysis; Organic chemistry","score_opus":0.011732881427887181,"score_gpt":0.23202476043092987,"score_spread":0.2202918790030427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803793405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993488,0.0001289973,0.00025115357,0.00001142827,0.0000064153087,0.000004566509,0.00003604032,0.000010856939,0.0002017331],"genre_scores_gemma":[0.9985429,0.00018527842,0.00056901266,0.000011590651,0.0000035402388,0.000004784054,0.00007592963,0.000005332241,0.000601653],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997594,0.000034922774,0.000021833594,0.000038752616,0.000063872096,0.00008129101],"domain_scores_gemma":[0.99989176,0.000031310206,0.000020608404,0.000009410807,0.000023461289,0.000023423776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002873835,0.0003808937,0.00038888253,0.00030117173,0.00033855668,0.00063662,0.0003275612,0.0003134625,0.00072778127],"category_scores_gemma":[0.0002524037,0.00016498048,0.0004567809,0.00024643575,0.00014135055,0.00043417996,0.0004267089,0.0003437195,0.00012235659],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081357476,0.00013868896,0.0016855748,0.00008625908,0.000058699738,0.000053233376,0.000078318095,0.00041377696,0.99254084,0.000050244085,0.000043809967,0.0040369527],"study_design_scores_gemma":[0.000018908824,0.00095509004,0.0038417538,0.000007920546,0.000055187036,0.000040947114,0.000102192374,0.0018080289,0.992774,0.0000128457505,0.00037360776,0.0000094288],"about_ca_topic_score_codex":0.0056752386,"about_ca_topic_score_gemma":0.012412943,"teacher_disagreement_score":0.0056752386,"about_ca_system_score_codex":0.0004214688,"about_ca_system_score_gemma":0.00036902894,"threshold_uncertainty_score":0.011284411},"labels":[],"label_agreement":null},{"id":"W2804112827","doi":"10.2166/wst.2005.0029","title":"Can geotextiles modify the transfer of heavy metals transported by stormwater in infiltration basins?","year":2005,"lang":"en","type":"article","venue":"Water Science & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Bundesinstitut für Sportwissenschaft","keywords":"Geotextile; Stormwater; Infiltration (HVAC); Hydric soil; Environmental science; Leaching (pedology); Heavy metals; Earthworm; Retention basin; Environmental engineering; Geotechnical engineering; Surface runoff; Soil water; Environmental chemistry; Soil science; Materials science; Geology; Chemistry; Composite material","score_opus":0.007418514353069264,"score_gpt":0.20914431652226742,"score_spread":0.20172580216919817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804112827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987208,0.00021213807,0.00059605745,0.00003756069,0.0000048467928,0.000014453342,0.000044517263,0.000012475659,0.00035721756],"genre_scores_gemma":[0.99898416,0.00031878773,0.00026516157,0.000026159954,0.000004802436,0.0000095063115,0.00003714068,0.0000040156174,0.00035041393],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983585,0.00005176089,0.000006731641,0.000025919508,0.00002721932,0.00005260369],"domain_scores_gemma":[0.99984145,0.000057595604,0.000054202486,0.000010941431,0.000017490443,0.000018184895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019748532,0.0003006599,0.00024427124,0.0001307147,0.00015407002,0.00049845176,0.00022201,0.00046683536,0.0011279194],"category_scores_gemma":[0.00043733045,0.00016812547,0.00025426038,0.00014006253,0.00040372144,0.0006558926,0.00024886944,0.00023034612,0.00023151793],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041152435,0.00008200944,0.0037404296,0.00012619272,0.000022011205,0.000079333455,0.00010005093,0.0010356491,0.98857224,0.000084818,0.00003362427,0.0057120337],"study_design_scores_gemma":[0.00004799559,0.0018998627,0.0293599,0.000010794153,0.000050334264,0.000088514455,0.00035700097,0.002402744,0.964576,0.00016363998,0.0010249732,0.00001823654],"about_ca_topic_score_codex":0.0015872659,"about_ca_topic_score_gemma":0.0018956846,"teacher_disagreement_score":0.0015872659,"about_ca_system_score_codex":0.00022147657,"about_ca_system_score_gemma":0.00020968508,"threshold_uncertainty_score":0.003773272},"labels":[],"label_agreement":null},{"id":"W2804936591","doi":"10.36487/acg_rep/1805_23_fisseha","title":"Assessment of self-weight consolidation of flocculated fluid fine tailings under various environmental conditions","year":2018,"lang":"en","type":"article","venue":"Paste/˜Pœaste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Consolidation (business); Environmental science; Materials science; Business; Metallurgy","score_opus":0.007823333440224801,"score_gpt":0.24697346009782337,"score_spread":0.23915012665759858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804936591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901724,0.000081620325,0.0005759279,0.000003093404,0.0000019054748,0.000016328642,0.000093782306,0.00001141668,0.00019876372],"genre_scores_gemma":[0.9977563,0.00013346181,0.0013684286,0.0000074454424,0.000002541799,0.000022785161,0.00019274592,0.000009290008,0.00050699624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975723,0.000022486629,0.000023533219,0.000045440964,0.000112489775,0.000038914044],"domain_scores_gemma":[0.99969697,0.00006272604,0.00006965443,0.000024823457,0.00010632495,0.00003958969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027805695,0.00026998477,0.00024000746,0.00030433346,0.00019684446,0.0002601594,0.00019384167,0.00024867497,0.00075844093],"category_scores_gemma":[0.0004865025,0.000115959134,0.00021281226,0.00027701177,0.00022510148,0.00030938548,0.00020209783,0.00028573824,0.00013262521],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009993824,0.000039615687,0.0036757865,0.000030195677,0.0000074698924,0.000042721313,0.00006090313,0.00033067158,0.9935213,0.000019101344,0.0000101231535,0.0021621212],"study_design_scores_gemma":[0.000003638417,0.00055809837,0.020380253,0.0000035958258,0.000013842159,0.000040854702,0.00006521226,0.0007915289,0.9778811,0.00001019118,0.00024662213,0.0000050533404],"about_ca_topic_score_codex":0.0011420633,"about_ca_topic_score_gemma":0.003163894,"teacher_disagreement_score":0.0011420633,"about_ca_system_score_codex":0.0001954664,"about_ca_system_score_gemma":0.00020334823,"threshold_uncertainty_score":0.0025372505},"labels":[],"label_agreement":null},{"id":"W2806512311","doi":"10.1016/j.resconrec.2018.05.024","title":"Current status of sludge processing and biosolids disposition in Ontario","year":2018,"lang":"en","type":"article","venue":"Resources Conservation and Recycling","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Biosolids; Disposition; Environmental science; Current (fluid); Waste management; Engineering; Environmental engineering; Psychology; Social psychology","score_opus":0.02119675706772228,"score_gpt":0.25719325778417784,"score_spread":0.23599650071645556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806512311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8957652,0.01802184,0.0015049961,0.0053175725,0.00007409246,0.00016316245,0.0051154983,0.00014345442,0.07389418],"genre_scores_gemma":[0.9472517,0.018524343,0.0026320738,0.000414479,0.00003141866,0.000045902205,0.002392566,0.00004258682,0.028664947],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99765515,0.00019856865,0.0002356865,0.00021107771,0.0012719258,0.0004274542],"domain_scores_gemma":[0.9899548,0.000885417,0.0017596987,0.00023827994,0.0065453947,0.00061639235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022740155,0.0003091985,0.00034964937,0.002029818,0.003466033,0.0028988572,0.0010959911,0.0005213987,0.005236392],"category_scores_gemma":[0.0035093315,0.0002935578,0.0004224948,0.0047477228,0.0016617348,0.0011902036,0.0009973675,0.00038039807,0.00038482368],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016522405,0.00026842626,0.64498293,0.0024987017,0.00014985577,0.00061519485,0.008713881,0.0039287666,0.013521767,0.0046621985,0.009404971,0.30960116],"study_design_scores_gemma":[0.000033894416,0.0003541907,0.8136411,0.0004482795,0.00014314475,0.00019820873,0.012451935,0.0012464833,0.009041274,0.0005713795,0.16179821,0.00007194695],"about_ca_topic_score_codex":0.9866024,"about_ca_topic_score_gemma":0.9958853,"teacher_disagreement_score":0.9461961,"about_ca_system_score_codex":0.053803943,"about_ca_system_score_gemma":0.11556063,"threshold_uncertainty_score":0.39037675},"labels":[],"label_agreement":null},{"id":"W2806920029","doi":"10.1061/9780784481639.028","title":"The Stability and Settlement of Municipal Waste Landfills","year":2018,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Stipulation; Cohesion (chemistry); Settlement (finance); Creep; Geotechnical engineering; Sampling (signal processing); Municipal solid waste; Environmental science; Statically indeterminate; Geology; Forensic engineering; Civil engineering; Engineering; Waste management; Computer science; Law; Materials science","score_opus":0.015079083836465114,"score_gpt":0.23907781898606584,"score_spread":0.22399873514960073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806920029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99580765,0.0011966089,0.00028613268,0.00005870884,0.000004050716,0.00000641901,0.00012727901,0.0000068184577,0.002506264],"genre_scores_gemma":[0.99906284,0.00030735988,0.000070074704,0.0000033147712,0.0000042738875,0.0000016680915,0.00008194469,0.0000013051798,0.0004672623],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99932325,0.000119794284,0.000066820576,0.00008766469,0.00030092336,0.00010155945],"domain_scores_gemma":[0.99931955,0.000108629756,0.00030738403,0.000043690434,0.0001790667,0.000041719373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090610806,0.00017540406,0.00023681899,0.002416466,0.00055737194,0.00091591873,0.0002785627,0.0003482583,0.0015250085],"category_scores_gemma":[0.0015990842,0.0001031153,0.0002087077,0.0022443198,0.0008557127,0.00047700535,0.00071414985,0.00013961052,0.00032722004],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00097166316,0.000051801795,0.82142377,0.0003906237,0.00009612972,0.004286361,0.0049853255,0.0029927818,0.03430419,0.0019917486,0.00053537224,0.12797013],"study_design_scores_gemma":[0.0000036558956,0.0002819728,0.9690636,0.000050120772,0.000048036945,0.0032929573,0.0069799316,0.00054784754,0.012367153,0.0008805152,0.006463828,0.000020238402],"about_ca_topic_score_codex":0.0034409268,"about_ca_topic_score_gemma":0.004763311,"teacher_disagreement_score":0.0034409268,"about_ca_system_score_codex":0.0006873246,"about_ca_system_score_gemma":0.00029979064,"threshold_uncertainty_score":0.0068417788},"labels":[],"label_agreement":null},{"id":"W2810636440","doi":"10.1016/j.wasman.2018.06.038","title":"Biofiltration of methane from cow barns: Effects of climatic conditions and packing bed media acclimatization","year":2018,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada); Université de Sherbrooke; Group for Research in Decision Analysis","funders":"Agriculture and Agri-Food Canada; Mitacs; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Dairy Farmers of Canada","keywords":"Biofilter; Acclimatization; Compost; Straw; Chemistry; Environmental engineering; Methane; Packed bed; Environmental science; Pulp and paper industry; Context (archaeology); Residence time (fluid dynamics); Waste management; Environmental chemistry; Ecology; Chromatography; Geotechnical engineering","score_opus":0.0076775909351181545,"score_gpt":0.2263338119174125,"score_spread":0.21865622098229434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810636440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99968946,0.000066879424,0.0000707421,0.000009812436,0.0000053193617,0.0000036729841,0.000039079943,0.0000031137388,0.00011187642],"genre_scores_gemma":[0.9988701,0.00013129709,0.00027029248,0.000018286855,0.0000040448326,0.000007299602,0.00016220233,0.0000075430476,0.00052894565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970466,0.00005337231,0.00003307786,0.00004714089,0.000059697013,0.00010197135],"domain_scores_gemma":[0.9995622,0.00019675402,0.00007102131,0.000033628334,0.00007994399,0.000056444616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043435115,0.00033609764,0.00041812315,0.00019695784,0.00048482456,0.00075987686,0.0003895929,0.0003721948,0.0008192081],"category_scores_gemma":[0.0007725054,0.00017882495,0.00041476957,0.0002784103,0.0002780164,0.00066176493,0.00040190856,0.00048231683,0.00010429286],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00456647,0.00042472963,0.0047744783,0.000104622515,0.000046952704,0.00006540108,0.00030384626,0.00046309023,0.983648,0.000038919,0.000055740275,0.0055078226],"study_design_scores_gemma":[0.000034603567,0.0023624264,0.034361362,0.000014093796,0.00006599613,0.00003920312,0.00031863997,0.001444441,0.96095645,0.000017374694,0.00036604443,0.000019335313],"about_ca_topic_score_codex":0.01742373,"about_ca_topic_score_gemma":0.021890376,"teacher_disagreement_score":0.01742373,"about_ca_system_score_codex":0.00084904255,"about_ca_system_score_gemma":0.00069758086,"threshold_uncertainty_score":0.034644604},"labels":[],"label_agreement":null},{"id":"W2876803507","doi":"10.1016/j.biortech.2018.07.043","title":"Biofiltration of methane","year":2018,"lang":"en","type":"review","venue":"Bioresource Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Mitacs","keywords":"Biofilter; Methane; Environmental science; Abiotic component; Biomass (ecology); Environmental chemistry; Residence time (fluid dynamics); Environmental engineering; Anaerobic oxidation of methane; Chemistry; Waste management; Pulp and paper industry; Ecology; Biology; Engineering","score_opus":0.031441757625219946,"score_gpt":0.3044188867346039,"score_spread":0.27297712910938393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2876803507","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00054303574,0.9983601,0.00019157662,0.000068031346,0.000090103254,0.000005371654,0.00001881388,0.000004081464,0.0007189134],"genre_scores_gemma":[0.0049170163,0.9938858,0.00029221005,0.00010214312,0.00007037804,0.000008148839,0.000048130474,0.0000015337595,0.00067463284],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996619,0.0000522755,0.000042616248,0.00006011052,0.00014798537,0.000034994544],"domain_scores_gemma":[0.9997905,0.0000961169,0.00005741816,0.000009508887,0.000036142075,0.000010312098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000472799,0.0012670712,0.0014119127,0.0025025655,0.00020355443,0.001089744,0.0005622311,0.00090248877,0.0014994299],"category_scores_gemma":[0.00061869924,0.00029475585,0.0008103132,0.0023462933,0.00029962804,0.00097014196,0.0008264923,0.0008987208,0.0006227197],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015198608,0.00010511646,0.00032386766,0.06395024,0.00045992524,0.00023387994,0.00006312238,0.0006015633,0.01467058,0.002219135,0.007432483,0.9097881],"study_design_scores_gemma":[0.000073303505,0.00047359616,0.0035573766,0.010639947,0.0010997452,0.0016363933,0.00015876425,0.00060883776,0.025080591,0.0018395665,0.95475346,0.000078468336],"about_ca_topic_score_codex":0.0014464566,"about_ca_topic_score_gemma":0.0031535325,"teacher_disagreement_score":0.0025025655,"about_ca_system_score_codex":0.000408355,"about_ca_system_score_gemma":0.0008308934,"threshold_uncertainty_score":0.005016148},"labels":[],"label_agreement":null},{"id":"W2884967887","doi":"10.1680/jenge.17.00030","title":"The role of pore-gas dynamics in guiding reclamation practices","year":2018,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Overburden; Land reclamation; Landform; Environmental science; Methane; Wetland; Soil science; Geology; Pore water pressure; Bedrock; Mining engineering; Geotechnical engineering; Hydrology (agriculture); Geomorphology; Geography; Ecology","score_opus":0.010368837257418202,"score_gpt":0.23330883979012101,"score_spread":0.22294000253270282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884967887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902616,0.000060940547,0.008784613,0.000037140184,0.0000015093938,0.000021413536,0.000080311984,0.000052287818,0.0007001079],"genre_scores_gemma":[0.9981072,0.000037411344,0.0017119166,0.0000020129057,2.5201484e-7,0.0000048570028,0.00001975467,0.0000046748287,0.000111914946],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996712,0.00011214218,0.000023598164,0.000045839475,0.000093840565,0.00005346171],"domain_scores_gemma":[0.99768233,0.0014770521,0.00041934103,0.000083873,0.00027161665,0.000065727974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077040144,0.00021691291,0.00020437727,0.00042531762,0.00017465073,0.00087887613,0.00034971404,0.00032522433,0.0005353681],"category_scores_gemma":[0.0035649794,0.00021208607,0.0001200752,0.00037062733,0.00035182008,0.00091282325,0.00032828742,0.00016100389,0.00013615118],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005554365,0.00020160007,0.5211597,0.00029517847,0.00005531254,0.0003164644,0.0014335129,0.25352338,0.120060414,0.0013882295,0.00020584151,0.100804925],"study_design_scores_gemma":[0.000013288492,0.00057526695,0.57646453,0.00005107771,0.000028645689,0.0001520132,0.002927049,0.37874806,0.03717585,0.0014307589,0.0023546475,0.0000788786],"about_ca_topic_score_codex":0.008530502,"about_ca_topic_score_gemma":0.015389305,"teacher_disagreement_score":0.008530502,"about_ca_system_score_codex":0.0005221011,"about_ca_system_score_gemma":0.00068840134,"threshold_uncertainty_score":0.016961694},"labels":[],"label_agreement":null},{"id":"W2888923884","doi":"10.1139/cgj-2018-0268","title":"Influence of composite flocculant FeCl<sub>3</sub>–APAM on vacuum drainage of river-dredged sludge","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China","keywords":"Flocculation; Polyacrylamide; Drainage; Composite number; Water content; Dredging; Settlement (finance); Environmental science; Heavy metals; Geotechnical engineering; Materials science; Metallurgy; Environmental engineering; Geology; Chemistry; Composite material; Environmental chemistry","score_opus":0.007668092149489383,"score_gpt":0.2101384498218246,"score_spread":0.20247035767233523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888923884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990688,0.00035104304,0.00024846086,0.000008493037,0.0000070499455,0.000008206597,0.000014760116,0.000011490039,0.0002818442],"genre_scores_gemma":[0.99793845,0.00038009777,0.0012179989,0.00001568375,0.000005978676,0.000007940016,0.000023530138,0.000007383778,0.000402896],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984837,0.00004140615,0.000012815484,0.000023981966,0.000039197355,0.000034105633],"domain_scores_gemma":[0.9998456,0.000040519255,0.00004244349,0.000008051897,0.000035233264,0.000028110397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015227473,0.00032435203,0.00030107758,0.0002111146,0.00021489554,0.00025279433,0.00015665295,0.00019568496,0.00041278277],"category_scores_gemma":[0.00027367444,0.00013239424,0.000231382,0.00013585745,0.00020305123,0.00017614216,0.00019091235,0.00026285584,0.000089555164],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023554948,0.000046942343,0.00031661452,0.00009244373,0.000009777735,0.00003987735,0.0000307067,0.00018199597,0.996234,0.000010842914,0.000012958509,0.0027883917],"study_design_scores_gemma":[0.0000063161183,0.0006650693,0.0023982225,0.000006837733,0.000020052015,0.000032972992,0.000029392026,0.00042440198,0.9960717,0.0000037622976,0.00033717044,0.0000041525186],"about_ca_topic_score_codex":0.0012400174,"about_ca_topic_score_gemma":0.0024014853,"teacher_disagreement_score":0.0012400174,"about_ca_system_score_codex":0.00015722115,"about_ca_system_score_gemma":0.00017682319,"threshold_uncertainty_score":0.0024656057},"labels":[],"label_agreement":null},{"id":"W2891078652","doi":"10.1016/j.colsurfa.2018.08.077","title":"Preparation of amphoteric starch-based flocculants by reactive extrusion for removing useless solids from water-based drilling fluids","year":2018,"lang":"en","type":"article","venue":"Colloids and Surfaces A Physicochemical and Engineering Aspects","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Flocculation; Drilling fluid; Chemical engineering; Starch; Zeta potential; Grafting; Materials science; Chemistry; Drilling; Polymer; Nanotechnology; Organic chemistry; Composite material","score_opus":0.0069001299266773656,"score_gpt":0.22305414770305446,"score_spread":0.21615401777637708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891078652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909361,0.00079548534,0.007518314,0.000038219103,0.000025834137,0.00003617463,0.00006416967,0.000045909226,0.0005398202],"genre_scores_gemma":[0.9909095,0.0006668544,0.007347076,0.000022443244,0.000009070589,0.000028639473,0.00011026532,0.000024790434,0.00088125654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998932,0.000019000337,0.000015594473,0.000016830028,0.00003377522,0.000021575484],"domain_scores_gemma":[0.99989116,0.000024765752,0.00003453989,0.000011447194,0.00002110624,0.000016949316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024702976,0.0004162121,0.00027441044,0.00027533295,0.00012846552,0.00027974544,0.00014984499,0.00031567758,0.00033872906],"category_scores_gemma":[0.0003329996,0.0001489373,0.00034138063,0.00016237432,0.00019853258,0.00035103058,0.00024859863,0.00046015147,0.00016083555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027534046,0.000017195482,0.000039535676,0.00003568577,0.0000045449833,0.00002365757,0.000015065873,0.00007088975,0.99813783,0.000045753754,0.000010745819,0.0015716902],"study_design_scores_gemma":[0.000007288613,0.00010740375,0.0004510922,0.0000040425502,0.000009880733,0.000036363217,0.000009356167,0.0003072338,0.9986083,0.000014083162,0.0004405095,0.0000045003044],"about_ca_topic_score_codex":0.00021503653,"about_ca_topic_score_gemma":0.000381722,"teacher_disagreement_score":0.0004162121,"about_ca_system_score_codex":0.000104762534,"about_ca_system_score_gemma":0.00017047375,"threshold_uncertainty_score":0.0013064146},"labels":[],"label_agreement":null},{"id":"W2893457391","doi":"10.1139/cgj-2017-0646","title":"Time-dependent unsaturated behaviour of geosynthetic clay liners","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Monash University","keywords":"Bentonite; Geosynthetic clay liner; Geotechnical engineering; Suction; Gravimetric analysis; Macropore; Materials science; Water content; Wetting; Water retention; Hydraulic conductivity; Composite material; Geology; Mesoporous material; Chemistry; Soil water; Soil science; Thermodynamics","score_opus":0.008159150593925739,"score_gpt":0.21780290777113956,"score_spread":0.2096437571772138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2893457391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985135,0.00010211362,0.0010539073,0.0000040253713,0.0000017798708,0.000011635297,0.00012059495,0.000025981188,0.00016641818],"genre_scores_gemma":[0.99736613,0.00014092439,0.0016112267,0.00001131959,0.0000017632034,0.000016647196,0.00021595413,0.0000133123085,0.00062280527],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996414,0.00003923902,0.00003038771,0.000072341056,0.00015430064,0.00006229994],"domain_scores_gemma":[0.9993948,0.00015813722,0.00020013632,0.000043023207,0.00014444494,0.000059452304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031419104,0.00036270104,0.0002296363,0.00035340304,0.00013530502,0.00020952219,0.00026327823,0.00024443454,0.00084898184],"category_scores_gemma":[0.0006182969,0.0001827656,0.00022524038,0.00034554346,0.00028971635,0.00030057106,0.0002473781,0.0003398489,0.00016164596],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012637199,0.000011450129,0.0007951524,0.00003048616,0.0000053992217,0.000024825527,0.000068167705,0.00012264735,0.9977591,0.000009296841,0.0000046383084,0.0010426232],"study_design_scores_gemma":[0.0000031917061,0.00050671224,0.010196055,0.0000028021655,0.000008983465,0.000038602804,0.00006773272,0.00066793844,0.9883045,0.0000074817253,0.00018628247,0.0000096932135],"about_ca_topic_score_codex":0.0013144792,"about_ca_topic_score_gemma":0.0038905905,"teacher_disagreement_score":0.0013144792,"about_ca_system_score_codex":0.00025128547,"about_ca_system_score_gemma":0.00012868669,"threshold_uncertainty_score":0.0028401017},"labels":[],"label_agreement":null},{"id":"W2895212653","doi":"10.1007/s11356-018-3100-1","title":"A comparative evaluation of the performance of full-scale high-rate methane biofilter (HMBF) systems and flow-through laboratory columns","year":2018,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Aeration; Biofilter; Methane; Anaerobic oxidation of methane; Volume (thermodynamics); Environmental science; Volumetric flow rate; Compost; Environmental engineering; Waste management; Chemistry; Engineering; Mechanics","score_opus":0.059778596106818425,"score_gpt":0.34609072375153704,"score_spread":0.28631212764471864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895212653","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99761355,0.0005736917,0.0012539424,0.000031861684,0.00001128115,0.000023471968,0.00019021718,0.000047199163,0.00025486687],"genre_scores_gemma":[0.99536884,0.0006627743,0.0028974258,0.000024817786,0.000010871213,0.00002152804,0.00027938734,0.000013124283,0.0007211668],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996146,0.00010927454,0.000035558423,0.000053537966,0.00013539016,0.00005163201],"domain_scores_gemma":[0.9991478,0.00034387814,0.00007250986,0.00006890493,0.0002881858,0.00007869903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005999211,0.0003726903,0.00054317294,0.0003009269,0.0003865169,0.00059695065,0.00043769018,0.00046106408,0.00090945454],"category_scores_gemma":[0.001041197,0.0001656433,0.00041183888,0.0003248419,0.00019540435,0.0005843229,0.00021918214,0.00025640117,0.00022900723],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020825905,0.0004867902,0.0029995337,0.00029329304,0.00006905612,0.00004201023,0.0000707145,0.0012891567,0.97380394,0.00004027697,0.00009530135,0.018727278],"study_design_scores_gemma":[0.000078845194,0.0076363045,0.026578084,0.00001283494,0.00011849223,0.00014724872,0.00013843994,0.0044295117,0.95975256,0.00002855298,0.0010502031,0.00002886006],"about_ca_topic_score_codex":0.0053996737,"about_ca_topic_score_gemma":0.0064383736,"teacher_disagreement_score":0.0053996737,"about_ca_system_score_codex":0.00050881086,"about_ca_system_score_gemma":0.0005678404,"threshold_uncertainty_score":0.010736465},"labels":[],"label_agreement":null},{"id":"W2896031199","doi":"10.1007/978-981-13-2221-1_12","title":"Environmental Geotechnics: Past, Present and Future?","year":2018,"lang":"en","type":"book-chapter","venue":"Environmental science and engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnics; Containment (computer programming); Environmental science; Soil water; Hydraulic conductivity; Engineering; Quality assurance; Geotechnical engineering; Civil engineering; Computer science; Soil science; Operations management","score_opus":0.0043821480799302575,"score_gpt":0.16608666370448433,"score_spread":0.16170451562455407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896031199","genre_codex":"other","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012522091,0.46496788,0.004251307,0.04137111,0.013458647,0.000018435057,0.00013012989,0.00014298611,0.47440723],"genre_scores_gemma":[0.017902222,0.36621416,0.004787461,0.010654962,0.0072904434,0.00003852349,0.0002897602,0.00019313469,0.59262925],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995047,0.000105641826,0.000016716112,0.000056601406,0.00025858553,0.000057885456],"domain_scores_gemma":[0.99966633,0.00013125809,0.000020274112,0.000029193496,0.00009560319,0.000057358822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008866658,0.0007504162,0.0005120719,0.0013354593,0.00082249567,0.006172814,0.000942677,0.0018189481,0.026827758],"category_scores_gemma":[0.0007577672,0.00027022115,0.0002882355,0.0027750798,0.0026831245,0.006336171,0.0017759037,0.0026014217,0.0074381744],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013572412,0.00005931636,0.00024825457,0.0005013195,0.0000064903907,0.00006112699,0.00056823716,0.00032508498,0.00046351517,0.25591642,0.35014418,0.39169255],"study_design_scores_gemma":[8.666769e-7,0.0000037981351,0.00013567526,0.00021286841,0.0000013092149,0.000045018773,0.00027432735,0.000047628047,0.00005378288,0.020787062,0.97843456,0.0000030984222],"about_ca_topic_score_codex":0.002749589,"about_ca_topic_score_gemma":0.012705325,"teacher_disagreement_score":0.026827758,"about_ca_system_score_codex":0.0023422653,"about_ca_system_score_gemma":0.0036057096,"threshold_uncertainty_score":0.08974779},"labels":[],"label_agreement":null},{"id":"W2897164773","doi":"10.1016/j.wasman.2018.10.012","title":"Design of vertical landfill gas collection wells considering non-homogeneity with depth","year":2018,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China Scholarship Council; National Natural Science Foundation of China; Canada Research Chairs; Royal Society","keywords":"Homogeneity (statistics); Landfill gas; Permeability (electromagnetism); Petroleum engineering; Environmental science; Municipal solid waste; Engineering; Waste management; Chemistry; Mathematics","score_opus":0.015706887660985287,"score_gpt":0.21823437642863996,"score_spread":0.20252748876765467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897164773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52719826,0.00027950914,0.46611392,0.00023425254,0.000032852757,0.00034126246,0.00023915597,0.0003344232,0.0052263374],"genre_scores_gemma":[0.97464675,0.000065041284,0.024435326,0.0000103177545,0.0000034402703,0.00007378751,0.0000335302,0.0000102293125,0.0007214821],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995968,0.00009614567,0.000016027427,0.00009211614,0.000098730095,0.00010012089],"domain_scores_gemma":[0.9993892,0.00019740121,0.00017645824,0.00003535687,0.00014744229,0.000054079937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004916185,0.0007268341,0.0006129059,0.00033390464,0.00052156794,0.0011178438,0.00081922294,0.0007527134,0.0012370234],"category_scores_gemma":[0.0011765306,0.0005564847,0.00029804168,0.00036836468,0.00038930055,0.0007119187,0.00061892776,0.000251684,0.000118117496],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059576926,0.00020625573,0.004032132,0.00026926,0.00004299253,0.0002058111,0.000095984265,0.8339402,0.13322914,0.0041680806,0.00030106853,0.022913285],"study_design_scores_gemma":[0.00006657391,0.00077902,0.002190595,0.000017106713,0.000045474993,0.00006131719,0.00020325625,0.9535411,0.040691037,0.0015171282,0.0008564531,0.00003093587],"about_ca_topic_score_codex":0.0039071143,"about_ca_topic_score_gemma":0.0054827863,"teacher_disagreement_score":0.0039071143,"about_ca_system_score_codex":0.0010290184,"about_ca_system_score_gemma":0.0018929438,"threshold_uncertainty_score":0.00776875},"labels":[],"label_agreement":null},{"id":"W2898545030","doi":"10.1139/cgj-2018-0310","title":"Colloidal aspects of incompatibility reactions of bentonite with saline leachates as indicated from a modified fluid loss test","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council; Monash University; University of Glasgow","keywords":"Bentonite; Colloid; Flocculation; Leachate; Settling; Dewatering; Geotechnical engineering; Materials science; Geology; Chemical engineering; Chemistry; Environmental engineering; Environmental science; Engineering; Environmental chemistry","score_opus":0.010290022715053544,"score_gpt":0.22619009633415887,"score_spread":0.21590007361910532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898545030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943435,0.0006238309,0.0036868365,0.00003918876,0.000012344974,0.00003791533,0.000096994314,0.000030881205,0.0011284587],"genre_scores_gemma":[0.9968637,0.00022663693,0.0014810195,0.00003320653,0.0000050349786,0.000018879397,0.00014103444,0.000007409724,0.0012230239],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958557,0.000078776844,0.00003095077,0.000041966145,0.00020246247,0.000060280956],"domain_scores_gemma":[0.9995845,0.00012369156,0.00010448584,0.000021554122,0.000121012934,0.0000446602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000432203,0.00034126383,0.000135031,0.0004592742,0.00016975615,0.00029730384,0.0002275737,0.00023956486,0.00082981255],"category_scores_gemma":[0.00083395594,0.00013236773,0.0002139369,0.00019161701,0.00031242214,0.00032644044,0.00029909008,0.00037756484,0.000120326564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060144077,0.000006895266,0.0005904359,0.000024818331,0.000006739714,0.00003062852,0.000042739863,0.000056772624,0.9982912,0.000029463532,0.000007727401,0.0008525211],"study_design_scores_gemma":[0.000006832422,0.0002960419,0.007845922,0.00000421589,0.000014998687,0.00012228674,0.00008407298,0.0009375312,0.9900704,0.00004424124,0.00056338334,0.0000100952],"about_ca_topic_score_codex":0.002496001,"about_ca_topic_score_gemma":0.0020620155,"teacher_disagreement_score":0.002496001,"about_ca_system_score_codex":0.00024722295,"about_ca_system_score_gemma":0.00017264992,"threshold_uncertainty_score":0.0049629807},"labels":[],"label_agreement":null},{"id":"W2898746671","doi":"10.2174/2212717805666181031122517","title":"Resource Mining for a Bioreactor Landfill","year":2018,"lang":"en","type":"article","venue":"Current Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Bioreactor landfill; Landfill gas; Waste management; Resource recovery; Municipal solid waste; Compost; Biodegradation; Environmental science; Methane; Bioreactor; Settlement (finance); Biogas; Wastewater; Engineering; Chemistry","score_opus":0.013086002563007388,"score_gpt":0.22316984409282933,"score_spread":0.21008384152982196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898746671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5261693,0.0027026879,0.39009184,0.005714831,0.00019000185,0.0036724613,0.0012935246,0.0025457423,0.06761972],"genre_scores_gemma":[0.61489,0.0019336711,0.3593056,0.0005360662,0.000039167615,0.00083700375,0.0010951032,0.00008586821,0.021277586],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99964166,0.00004509808,0.000026092928,0.000046954727,0.00017684419,0.00006337683],"domain_scores_gemma":[0.99982786,0.000016815178,0.00003759723,0.00002160733,0.000070344104,0.000025793444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005943992,0.00051769393,0.00023254777,0.0006751025,0.0008689972,0.0007024572,0.000650783,0.00059168326,0.003699114],"category_scores_gemma":[0.00025539866,0.00013744477,0.00061013625,0.00044398976,0.00022868149,0.0006604103,0.00058968016,0.00044456447,0.0014634388],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003929532,0.0014242012,0.010817801,0.0014750819,0.000038018123,0.0012278846,0.0002473633,0.03302058,0.48387924,0.0072277393,0.00890761,0.4513415],"study_design_scores_gemma":[0.00022209574,0.0059640934,0.023323998,0.0005472433,0.00014381636,0.0022301762,0.0010709558,0.06550947,0.700561,0.011067646,0.18926883,0.00009079715],"about_ca_topic_score_codex":0.003237014,"about_ca_topic_score_gemma":0.008202886,"teacher_disagreement_score":0.003699114,"about_ca_system_score_codex":0.0013136838,"about_ca_system_score_gemma":0.0032108326,"threshold_uncertainty_score":0.012374818},"labels":[],"label_agreement":null},{"id":"W2900057495","doi":"10.1016/j.wasman.2018.10.043","title":"Recovery response of vertical gas wells in non-homogeneous landfills","year":2018,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Program for Support of Top-notch Young Professionals; China Scholarship Council; National Natural Science Foundation of China; Canada Research Chairs; Royal Society","keywords":"Dimensionless quantity; Landfill gas; Permeability (electromagnetism); Exponential function; Engineering; Petroleum engineering; Environmental science; Environmental engineering; Municipal solid waste; Mechanics; Waste management; Chemistry; Mathematics","score_opus":0.006063017793500332,"score_gpt":0.21509639370701328,"score_spread":0.20903337591351295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900057495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987041,0.000041388947,0.0005679324,0.000017910486,0.0000023332548,0.000010353347,0.00006533925,0.000016597494,0.00057408994],"genre_scores_gemma":[0.9992508,0.000024662831,0.00012157742,0.0000062047275,5.9832485e-7,0.0000048076868,0.000040688785,0.0000029533778,0.00054772955],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995913,0.000065805456,0.000017439006,0.00006264857,0.00007933265,0.00018353759],"domain_scores_gemma":[0.9995709,0.00016533532,0.000070208895,0.000034742534,0.00012889622,0.000029950108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043565276,0.00028714302,0.00041223597,0.00029645016,0.0003793471,0.0005761434,0.00042891095,0.0005335512,0.00315577],"category_scores_gemma":[0.0008275826,0.00015394592,0.00026753815,0.00030732556,0.00036338184,0.0007320243,0.00042989518,0.00024409524,0.0003094477],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0067429366,0.0007169988,0.023636146,0.00021142524,0.000054762677,0.00048483416,0.00027116126,0.050538268,0.90180326,0.00073504716,0.00038927348,0.014415948],"study_design_scores_gemma":[0.00008344886,0.0026906119,0.032592602,0.000019939753,0.000052427946,0.000112462585,0.0020280443,0.09741632,0.86340064,0.00056537095,0.0010056044,0.00003250427],"about_ca_topic_score_codex":0.0069282893,"about_ca_topic_score_gemma":0.006401689,"teacher_disagreement_score":0.0069282893,"about_ca_system_score_codex":0.0006817848,"about_ca_system_score_gemma":0.00038838145,"threshold_uncertainty_score":0.013775945},"labels":[],"label_agreement":null},{"id":"W2900111533","doi":"10.1680/jenge.15.00055","title":"Shear behaviour of Canadian marine clay/geomembrane interface under freeze–thaw cycles","year":2018,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geomembrane; High-density polyethylene; Geotechnical engineering; Shear (geology); Direct shear test; Polyethylene; Materials science; Shear strength (soil); Friction angle; Shear stress; Composite material; Geology; Soil science; Soil water","score_opus":0.010553040588825157,"score_gpt":0.21947751219330197,"score_spread":0.2089244716044768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900111533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988102,0.00024167457,0.00031494797,0.0000109855,0.000005079927,0.000006485223,0.00017843637,0.000010198485,0.00042193715],"genre_scores_gemma":[0.99837214,0.00022132111,0.000489993,0.000023984292,0.0000025382358,0.000009253755,0.00027301558,0.000006922597,0.0006009314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997751,0.0000139749845,0.000015799587,0.000039712206,0.000101722115,0.000053651554],"domain_scores_gemma":[0.9996897,0.00005202986,0.00007572235,0.00001917393,0.00012660467,0.00003693254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003888152,0.00025380842,0.00024446766,0.0003141551,0.00040768794,0.00034674298,0.00018974021,0.00028970587,0.0013432032],"category_scores_gemma":[0.0005385582,0.00015513628,0.00028716138,0.00035610594,0.00032461842,0.00030297166,0.00020842314,0.0003971885,0.000124555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016960863,0.000016796123,0.00411794,0.000050693594,0.000014918407,0.00011534051,0.00022418486,0.00037354417,0.99220794,0.000042275977,0.000049129838,0.002617614],"study_design_scores_gemma":[0.0000073804918,0.00027247,0.065881334,0.000014932054,0.000026115358,0.00009782548,0.0003226713,0.0012221244,0.93102324,0.000025025523,0.0010862959,0.000020624557],"about_ca_topic_score_codex":0.014960172,"about_ca_topic_score_gemma":0.026274119,"teacher_disagreement_score":0.98503983,"about_ca_system_score_codex":0.0005464811,"about_ca_system_score_gemma":0.00037309926,"threshold_uncertainty_score":0.029746175},"labels":[],"label_agreement":null},{"id":"W2902896999","doi":"10.22215/etd/2018-12944","title":"Modelling the Mechanical Behaviour of Municipal Solid Waste for an Engineered Landfill Using Viscoelasticity and Other Established Concepts","year":2018,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Multiphysics; Settlement (finance); Viscoelasticity; Municipal solid waste; Creep; Compressibility; Phase (matter); Geotechnical engineering; Work (physics); Term (time); Environmental science; Engineering; Waste management; Materials science; Structural engineering; Mechanical engineering; Finite element method; Composite material; Computer science; Chemistry; Physics","score_opus":0.0406824634260619,"score_gpt":0.31650890441701157,"score_spread":0.27582644099094966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902896999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80824566,0.0005998471,0.17120336,0.00039220316,0.000066111235,0.00016969908,0.00031566084,0.00019122039,0.018816276],"genre_scores_gemma":[0.9765842,0.0004974072,0.014698909,0.000026876685,0.000010800047,0.00010908721,0.00012347204,0.00004470722,0.007904573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000015657639,0.000006957875,0.000015359801,0.000031736046,0.000019312103],"domain_scores_gemma":[0.99988496,0.00005709551,0.00002058528,0.000010182564,0.000018552188,0.000008514101],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003182331,0.0005751607,0.00034617586,0.00046431067,0.00032704664,0.00092177215,0.0005000391,0.0014238268,0.0014432598],"category_scores_gemma":[0.0005859832,0.00032004004,0.0009477753,0.0003948663,0.0004465009,0.0007096163,0.00043087365,0.0005205294,0.0002483508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020701573,0.000056134842,0.0007678884,0.000043829572,0.000008334618,0.00008045064,0.000055779063,0.9772733,0.015524462,0.0017842501,0.00006415859,0.004320726],"study_design_scores_gemma":[0.0000043402597,0.000033357825,0.00045782363,0.00000922328,0.000006829327,0.000015478205,0.000028905677,0.9965868,0.001870679,0.00057148736,0.00040854808,0.0000065317586],"about_ca_topic_score_codex":0.00794068,"about_ca_topic_score_gemma":0.006364137,"teacher_disagreement_score":0.00794068,"about_ca_system_score_codex":0.00055186945,"about_ca_system_score_gemma":0.00076037995,"threshold_uncertainty_score":0.015788913},"labels":[],"label_agreement":null},{"id":"W2903242915","doi":"10.1139/cgj-2018-0660","title":"Effect of interface transmissivity and hydraulic conductivity on contaminant migration through composite liners with wrinkles or failed seams","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Killam Trusts; Ontario Innovation Trust","keywords":"Hydraulic conductivity; Aquifer; Leakage (economics); Geomembrane; Finite element method; Composite number; Geotechnical engineering; Conductivity; Hydraulic head; Mechanics; Materials science; Geology; Groundwater; Structural engineering; Soil science; Composite material; Engineering; Chemistry; Physics; Soil water","score_opus":0.00963098273775328,"score_gpt":0.24836960754699297,"score_spread":0.23873862480923969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903242915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988292,0.000012249087,0.0009179622,0.0000038331405,7.786985e-7,0.0000026305,0.00001572574,0.000024856654,0.0001926037],"genre_scores_gemma":[0.99939454,0.000010688873,0.0004430326,0.0000020834034,2.131438e-7,0.0000018892945,0.000015672133,0.0000036994259,0.0001282115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.999736,0.000050922914,0.00001848551,0.00005663508,0.000060431004,0.00007752053],"domain_scores_gemma":[0.9991002,0.00042080093,0.00022128111,0.000075856326,0.00010859794,0.00007328599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048636412,0.00044810367,0.00039297686,0.0004900491,0.00035796282,0.0010227034,0.00043228397,0.0005332733,0.00080175884],"category_scores_gemma":[0.0013044868,0.00025079458,0.0005569485,0.00042322764,0.0006822694,0.00058949104,0.0007715105,0.0002911235,0.000120596735],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002059539,0.0002930139,0.093078546,0.00015821679,0.00009203435,0.0009863041,0.0004155611,0.6285591,0.25694507,0.00051778584,0.0001111197,0.016783651],"study_design_scores_gemma":[0.000103631304,0.0034755669,0.10111344,0.000041429816,0.0001466045,0.00044815525,0.0014144897,0.6704368,0.22171235,0.00047450623,0.00052939286,0.00010359415],"about_ca_topic_score_codex":0.0076118964,"about_ca_topic_score_gemma":0.006052552,"teacher_disagreement_score":0.0076118964,"about_ca_system_score_codex":0.000680412,"about_ca_system_score_gemma":0.00040511953,"threshold_uncertainty_score":0.015135169},"labels":[],"label_agreement":null},{"id":"W2905887745","doi":"10.1016/j.jenvman.2018.12.015","title":"The influence of biochar and compost mixtures, water content, and gas flow rate, on the continuous adsorption of methane in a fixed bed column","year":2018,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Mitacs; Emissions Reduction Alberta","keywords":"Biochar; Adsorption; Compost; Biofilter; Chemistry; Methane; Langmuir adsorption model; Environmental chemistry; Chemical engineering; Pulp and paper industry; Environmental engineering; Chromatography; Environmental science; Waste management; Organic chemistry","score_opus":0.009457001292333476,"score_gpt":0.2016440550635476,"score_spread":0.19218705377121412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905887745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99912494,0.0003565808,0.00019237414,0.000025727984,0.000012465219,0.000005107692,0.000051652463,0.0000123421505,0.00021876796],"genre_scores_gemma":[0.9989561,0.00022600638,0.00032297935,0.00002029297,0.0000088547795,0.000004648481,0.000064101914,0.0000059462805,0.00039120103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967825,0.00007402102,0.000029969811,0.00005001902,0.000079733516,0.00008813097],"domain_scores_gemma":[0.9989526,0.00076920097,0.00007261831,0.000038802933,0.000087577704,0.000079131336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005921656,0.00039657386,0.000465587,0.00026435754,0.00041849038,0.0007151994,0.0005276529,0.00054455025,0.0009197241],"category_scores_gemma":[0.0012976206,0.000416272,0.00038947538,0.00024964134,0.0005236137,0.0005052475,0.0002276653,0.0004996984,0.00019704048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006813956,0.00038527316,0.003532304,0.0001952299,0.00009524578,0.00013907417,0.0001061813,0.0019365596,0.9777154,0.00006361598,0.00016162191,0.008855714],"study_design_scores_gemma":[0.000071819035,0.0018566143,0.013040131,0.0000120298155,0.00009766065,0.000073081836,0.00010463299,0.005507786,0.978684,0.000028368984,0.0004962451,0.000027660253],"about_ca_topic_score_codex":0.0061048777,"about_ca_topic_score_gemma":0.008970287,"teacher_disagreement_score":0.0061048777,"about_ca_system_score_codex":0.00055518403,"about_ca_system_score_gemma":0.0005435583,"threshold_uncertainty_score":0.012138724},"labels":[],"label_agreement":null},{"id":"W2907968935","doi":"10.22215/etd/2013-07353","title":"Hydration and shrinkage of geosynthetic clay liners under simulated landfill conditions","year":2013,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Heritage; Library and Archives Canada","funders":"","keywords":"Shrinkage; Geotechnical engineering; Engineering; Materials science; Composite material","score_opus":0.006676238664541056,"score_gpt":0.24260688352538817,"score_spread":0.2359306448608471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907968935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924374,0.0000275543,0.00015415161,0.000005674429,0.0000022373447,0.0000046083046,0.00016229086,0.000011539384,0.00038810575],"genre_scores_gemma":[0.9990932,0.000031634576,0.00014200706,0.0000027736785,7.742829e-7,0.000004385051,0.00015602003,0.000005678278,0.00056362577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999168,0.000008740707,0.0000050356675,0.000020496547,0.000026410691,0.000022484921],"domain_scores_gemma":[0.99989724,0.000024279383,0.000021130638,0.000007912443,0.000029738023,0.00001977214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018403375,0.00018696769,0.0002074732,0.00012992103,0.00017509842,0.00029713154,0.00016975548,0.00020055065,0.0022717004],"category_scores_gemma":[0.00029698567,0.00012259296,0.00019217745,0.00013841542,0.00015162217,0.0002668819,0.00016124986,0.00022344918,0.00025690085],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016481896,0.00019489643,0.015189896,0.00008596147,0.000024821347,0.0002050102,0.00030427487,0.017160065,0.95596737,0.00012128038,0.00037274655,0.00872549],"study_design_scores_gemma":[0.00007760612,0.0015418249,0.12621997,0.000021962327,0.000046195735,0.000102989514,0.0006610781,0.07411029,0.79524136,0.0001172373,0.0018161298,0.000043346954],"about_ca_topic_score_codex":0.0042722304,"about_ca_topic_score_gemma":0.0057436666,"teacher_disagreement_score":0.0042722304,"about_ca_system_score_codex":0.00030931053,"about_ca_system_score_gemma":0.00019699353,"threshold_uncertainty_score":0.008494735},"labels":[],"label_agreement":null},{"id":"W2914876774","doi":"10.1016/j.geotexmem.2018.12.014","title":"Water retention of geosynthetics clay liners: Dependence on void ratio and temperature","year":2019,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Materials science; Void ratio; Water retention; Geotechnical engineering; Void (composites); Dew point; Suction; Water retention curve; Water content; Moisture; Geosynthetics; Stress path; Composite material; Soil water; Thermodynamics; Environmental science; Soil science; Geology; Plasticity","score_opus":0.005090857939740315,"score_gpt":0.1882504588828025,"score_spread":0.1831596009430622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2914876774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995516,0.000047574213,0.00018576988,0.0000035472976,0.0000011292436,0.0000014119344,0.000072052135,0.00000817991,0.00012867706],"genre_scores_gemma":[0.9994647,0.00003260137,0.00008289187,0.0000022563008,6.092067e-7,0.0000017402532,0.000088269495,0.000004771312,0.00032222303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986637,0.000013557539,0.000007659745,0.000033075074,0.000031824005,0.00004757181],"domain_scores_gemma":[0.9997614,0.00007834802,0.00007789817,0.000012656372,0.000045747787,0.000023886321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019171115,0.0001955999,0.00017310717,0.00022271197,0.00013517027,0.0003128475,0.00021312763,0.0002007831,0.0013947443],"category_scores_gemma":[0.000425012,0.000097462,0.00018273371,0.00023684224,0.00020075784,0.00046867644,0.00014869124,0.0002281875,0.00022229827],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007785853,0.000055828754,0.0026942866,0.00003199436,0.000012280814,0.00004015783,0.00009354167,0.0013525811,0.9916059,0.000049708942,0.000045269226,0.003239848],"study_design_scores_gemma":[0.000008166035,0.0006115022,0.010858043,0.0000035412065,0.000012390427,0.000027452372,0.00010987936,0.0051802974,0.98290306,0.000024996814,0.00025029815,0.000010321063],"about_ca_topic_score_codex":0.002399576,"about_ca_topic_score_gemma":0.0023486218,"teacher_disagreement_score":0.002399576,"about_ca_system_score_codex":0.00023834643,"about_ca_system_score_gemma":0.00014066698,"threshold_uncertainty_score":0.004771173},"labels":[],"label_agreement":null},{"id":"W2920958409","doi":"10.1139/cgj-2019-0047","title":"Effect of texturing on the longevity of high-density polyethylene (HDPE) geomembranes in municipal solid waste landfills","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Ontario","keywords":"Geomembrane; High-density polyethylene; Leachate; Materials science; Polyethylene; Municipal solid waste; Composite material; Environmental science; Geotechnical engineering; Waste management; Geology; Engineering","score_opus":0.005470681199311264,"score_gpt":0.2129322239315903,"score_spread":0.20746154273227904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920958409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99927753,0.00032111735,0.00012471173,0.000010531562,0.0000034936627,0.00000428945,0.0001119352,0.000009211179,0.00013718945],"genre_scores_gemma":[0.9990433,0.00016721348,0.00026171425,0.000009434888,0.000002486548,0.0000056734257,0.00011261934,0.000004858758,0.00039268873],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99981123,0.000034227956,0.000022637172,0.00004476005,0.00004316466,0.00004396176],"domain_scores_gemma":[0.99957424,0.00009462568,0.00015651058,0.000031148575,0.000087966284,0.000055580265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003421065,0.0002856628,0.00029364286,0.00022077154,0.0002600535,0.00037745884,0.00014783804,0.00028339497,0.0007053098],"category_scores_gemma":[0.00048823043,0.000121712714,0.00037696675,0.0002266441,0.00023767154,0.00035246482,0.00022445466,0.00033464687,0.00013387676],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007467109,0.000041271105,0.0040917923,0.000081193146,0.000021098607,0.00009045319,0.00012147176,0.0003416252,0.9909135,0.000014117759,0.000022159575,0.003514594],"study_design_scores_gemma":[0.000006090943,0.0018308223,0.045364756,0.000011406087,0.000040292613,0.0000797272,0.00017257656,0.00033422696,0.95163983,0.000015592115,0.00049297983,0.000011618025],"about_ca_topic_score_codex":0.0015501037,"about_ca_topic_score_gemma":0.002538701,"teacher_disagreement_score":0.0015501037,"about_ca_system_score_codex":0.00034400652,"about_ca_system_score_gemma":0.00017081804,"threshold_uncertainty_score":0.0030820966},"labels":[],"label_agreement":null},{"id":"W2921983405","doi":"10.1016/j.geotexmem.2019.03.001","title":"Full scale investigation of GCL damage mechanisms in small earth dam retrofit applications under earthquake loading","year":2019,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Research Institute for Earth Science and Disaster Prevention; Kobe Gakuin University","keywords":"Geotechnical engineering; Geosynthetic clay liner; Environmental science; Geology; Soil water; Soil science","score_opus":0.008173659966779495,"score_gpt":0.1933011011729071,"score_spread":0.18512744120612762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921983405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971764,0.000030129506,0.00076623494,0.000013365514,0.0000023278335,0.000027865104,0.00025025604,0.00008212018,0.0016512112],"genre_scores_gemma":[0.9988273,0.000017728591,0.0004079523,0.0000054462507,7.8965735e-7,0.000007986582,0.00009071607,0.0000060832813,0.0006358927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988925,0.0000108869335,0.000003794016,0.000021354119,0.000048257498,0.000026427373],"domain_scores_gemma":[0.99971586,0.0000528874,0.000045801844,0.000040588013,0.0001141881,0.000030717485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002068871,0.00021616551,0.000249723,0.00064340717,0.00033432737,0.0003084451,0.000379003,0.00042422675,0.0033010226],"category_scores_gemma":[0.000378843,0.00012159464,0.00019658878,0.0005339378,0.00026739994,0.00041069466,0.0002530707,0.00022670765,0.00051398145],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018616434,0.00090709305,0.13640828,0.00047579117,0.00008169176,0.0019057257,0.0010135517,0.1271668,0.6052227,0.0008627551,0.0021531342,0.12194085],"study_design_scores_gemma":[0.00005483205,0.0024028884,0.61489284,0.000028856568,0.00009057839,0.0005857103,0.0020088481,0.25470293,0.12130231,0.0003308968,0.0035339359,0.00006545773],"about_ca_topic_score_codex":0.0039570006,"about_ca_topic_score_gemma":0.008491247,"teacher_disagreement_score":0.0039570006,"about_ca_system_score_codex":0.00042416973,"about_ca_system_score_gemma":0.0002538123,"threshold_uncertainty_score":0.011043012},"labels":[],"label_agreement":null},{"id":"W2923480639","doi":"10.1680/jgein.19.00016","title":"Degradation of an HDPE geomembrane without HALS in chlorinated water","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"U.S. Environmental Protection Agency","keywords":"Chlorine; Geomembrane; Leachate; High-density polyethylene; Degradation (telecommunications); Chemistry; Tap water; Environmental chemistry; Water content; Environmental engineering; Polyethylene; Environmental science; Materials science; Geotechnical engineering; Composite material; Geology; Organic chemistry","score_opus":0.007420469430320954,"score_gpt":0.2318355743743608,"score_spread":0.22441510494403985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923480639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946445,0.000083267245,0.00032248796,0.0000057573197,0.0000026069981,0.000003424525,0.000045535224,0.000005986871,0.00006645047],"genre_scores_gemma":[0.9984754,0.00013244296,0.00077202445,0.0000062025088,0.0000012185867,0.0000062107424,0.0000784825,0.0000031010666,0.0005250226],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998654,0.000020083384,0.000011318601,0.000033397006,0.000043978067,0.000025839568],"domain_scores_gemma":[0.9998349,0.00003616747,0.000056594406,0.000013801001,0.000040386458,0.000018100913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024705098,0.00026278946,0.00022273067,0.00010407172,0.00014215778,0.00025066693,0.00019029807,0.0003459888,0.00039220214],"category_scores_gemma":[0.00030031154,0.000109263674,0.00022872901,0.00013384446,0.0001867099,0.00026197193,0.00016425263,0.00021765377,0.0001246378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011504603,0.000011518198,0.00034408594,0.00003353824,0.000005452624,0.000034926878,0.000030129213,0.00025212666,0.99855703,0.000013411746,0.000004948599,0.0005977951],"study_design_scores_gemma":[0.0000046304367,0.00039408045,0.0023185483,0.000003257717,0.000009005823,0.00003440876,0.000035009565,0.00060671713,0.99632037,0.0000061522182,0.00026372034,0.000004124716],"about_ca_topic_score_codex":0.0016870566,"about_ca_topic_score_gemma":0.0015126984,"teacher_disagreement_score":0.0016870566,"about_ca_system_score_codex":0.00037860504,"about_ca_system_score_gemma":0.00021049254,"threshold_uncertainty_score":0.0033544898},"labels":[],"label_agreement":null},{"id":"W2930655781","doi":"10.1139/cgj-2018-0147","title":"Modelling microbial growth and biomass accumulation during methane oxidation in unsaturated soil","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Methane; Anaerobic oxidation of methane; Biomass (ecology); Environmental science; Bacterial growth; Permeability (electromagnetism); Environmental chemistry; Soil water; Soil science; Chemistry; Landfill gas; Limiting; Environmental engineering; Agronomy; Bacteria; Geology","score_opus":0.015408314948915673,"score_gpt":0.22056508882470527,"score_spread":0.2051567738757896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2930655781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934227,0.00008866349,0.005530561,0.000028695222,0.0000040049317,0.000014344265,0.00016967268,0.00002581921,0.0007155555],"genre_scores_gemma":[0.9982211,0.00010533344,0.0012533863,0.0000035402525,0.0000014703517,0.000019744097,0.00009035503,0.0000041570884,0.0003009259],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991405,0.00001166022,0.0000042470992,0.000025240248,0.000016240616,0.000028536675],"domain_scores_gemma":[0.99983835,0.00009400361,0.000025707566,0.000007709013,0.000021815273,0.00001232704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024407917,0.0006355912,0.00035597134,0.00029541727,0.0002649432,0.0005263386,0.0004666901,0.00075025036,0.00028220084],"category_scores_gemma":[0.0004885938,0.00026101133,0.00050900003,0.00037059234,0.00030736893,0.00037458344,0.00037277467,0.00032715328,0.000067177134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009059887,0.000077308265,0.009826713,0.000059729737,0.000019392315,0.00006150312,0.000042153046,0.9582611,0.028274016,0.000398547,0.0000369458,0.0028519486],"study_design_scores_gemma":[0.000006603878,0.000052209725,0.003398883,0.000001583127,0.000007897267,0.0000056197537,0.00002248892,0.9921566,0.0041777026,0.000100142,0.00006392174,0.00000625096],"about_ca_topic_score_codex":0.0764441,"about_ca_topic_score_gemma":0.043617375,"teacher_disagreement_score":0.0764441,"about_ca_system_score_codex":0.0013993519,"about_ca_system_score_gemma":0.0010773466,"threshold_uncertainty_score":0.15199828},"labels":[],"label_agreement":null},{"id":"W2935632642","doi":"10.1016/j.wasman.2019.03.064","title":"Effect of polybrominated diphenyl ethers on sand-bentonite liner material","year":2019,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Division of Ocean Sciences; Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Bentonite; Polybrominated diphenyl ethers; Leaching (pedology); Hydraulic conductivity; Environmental chemistry; Effluent; Biosolids; Chemistry; Environmental science; Environmental engineering; Geotechnical engineering; Geology; Soil water; Pollutant; Soil science; Organic chemistry","score_opus":0.00275838955514402,"score_gpt":0.20819160694556682,"score_spread":0.2054332173904228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2935632642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989397,0.00018347673,0.00013412748,0.0000106921525,0.000009310132,0.000008289222,0.000087592605,0.000013385765,0.0006134309],"genre_scores_gemma":[0.9968099,0.00020093369,0.00041527522,0.00002064017,0.000003846877,0.0000049837677,0.00013563788,0.000011793772,0.0023970113],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964833,0.0000733483,0.000034988698,0.00005980933,0.00009242536,0.00009099313],"domain_scores_gemma":[0.99963176,0.00012894452,0.00006505936,0.000026590507,0.00009310262,0.000054522934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027608182,0.0003964038,0.0002950789,0.00033104245,0.00039724793,0.0004352829,0.0003101622,0.00044185336,0.0029906144],"category_scores_gemma":[0.00045572472,0.00020864882,0.00036024576,0.00027719457,0.00022511651,0.00031618148,0.00021574485,0.000331946,0.00045003518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017479742,0.00016238293,0.0010210122,0.000111583395,0.000032495635,0.00007355236,0.000054198226,0.00061587273,0.99343586,0.000028358041,0.00004018178,0.0026766253],"study_design_scores_gemma":[0.00000997005,0.0009444239,0.0024318807,0.000004147804,0.000017897,0.000012473941,0.000054076594,0.00032236136,0.995871,0.0000048896895,0.0003226326,0.000004162545],"about_ca_topic_score_codex":0.005290736,"about_ca_topic_score_gemma":0.008212781,"teacher_disagreement_score":0.005290736,"about_ca_system_score_codex":0.00040676323,"about_ca_system_score_gemma":0.00036109248,"threshold_uncertainty_score":0.010519922},"labels":[],"label_agreement":null},{"id":"W2938906363","doi":"10.1139/cgj-2019-0033","title":"Second ISSMGE R. Kerry Rowe Lecture: On the intrinsic, state, and fabric parameters of active clays for contaminant control","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Università Politecnica delle Marche; Eni; Politecnico di Torino; Colorado State University","keywords":"Hydraulic conductivity; Bentonite; Materials science; Geosynthetic clay liner; Electrolyte; Porosity; Composite material; Geotechnical engineering; Chemistry; Thermodynamics; Electrode; Geology; Soil water; Soil science; Physics","score_opus":0.006956722914978446,"score_gpt":0.19434903455923022,"score_spread":0.18739231164425177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2938906363","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010515043,0.290396,0.044538785,0.19345137,0.2649514,0.00016972426,0.0014802885,0.0011749737,0.1933225],"genre_scores_gemma":[0.035368282,0.08485782,0.0091843195,0.008310591,0.04335235,0.00008252076,0.00041299473,0.00046288274,0.8179681],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921465,0.000090606234,0.000023946386,0.00019598196,0.00034154704,0.00013329144],"domain_scores_gemma":[0.99879825,0.00018347263,0.00003999532,0.000047248857,0.00056376663,0.00036718594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001976486,0.0012925959,0.0008652362,0.0012397983,0.00087754685,0.0024714156,0.0010542916,0.0022805603,0.02383758],"category_scores_gemma":[0.001929001,0.00037277324,0.00068297394,0.00055392185,0.0011453223,0.0019830312,0.0011815019,0.0042640273,0.014469588],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024102908,0.00010218386,0.0002703757,0.0002949128,0.000030352878,0.00013481661,0.000106703235,0.0013751608,0.0068492587,0.014060912,0.88265616,0.093878135],"study_design_scores_gemma":[0.000016744812,0.00013570565,0.00065999187,0.00015096483,0.00001554303,0.0001476842,0.0000890329,0.0013894355,0.0043647084,0.0043742973,0.98862237,0.0000336596],"about_ca_topic_score_codex":0.0050569675,"about_ca_topic_score_gemma":0.009071697,"teacher_disagreement_score":0.02383758,"about_ca_system_score_codex":0.003116522,"about_ca_system_score_gemma":0.0019070848,"threshold_uncertainty_score":0.07974458},"labels":[],"label_agreement":null},{"id":"W2942453684","doi":"10.11575/prism/36409","title":"Biochemical Methane Potential of Landfilled Municipal Solid Waste Using a Non-Slurry Approach","year":2019,"lang":"en","type":"dissertation","venue":"PRISM (University of Calgary)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Slurry; Methane; Waste management; Landfill gas; Environmental science; Biogas; Animal waste; Environmental engineering; Engineering; Chemistry","score_opus":0.00977464389439056,"score_gpt":0.21488425037844353,"score_spread":0.20510960648405296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2942453684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949504,0.00034283695,0.003533996,0.000017475923,0.0000044550743,0.000037072146,0.00035649113,0.000030495234,0.0007267527],"genre_scores_gemma":[0.99459743,0.00036991746,0.0036120967,0.000013631343,0.0000025932397,0.000047790752,0.0005638723,0.000007750256,0.0007848932],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937433,0.00016599095,0.000049924383,0.00007833622,0.0002840519,0.000047419882],"domain_scores_gemma":[0.9996326,0.00014126117,0.00006337184,0.000023405537,0.0001181056,0.000021272728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006812347,0.00039076008,0.0004634658,0.0006692053,0.00018351787,0.0007071532,0.00042383387,0.00033522418,0.00039645084],"category_scores_gemma":[0.00069036544,0.00016413427,0.00046909478,0.0008089711,0.00025435493,0.00036043796,0.00039797818,0.0003642302,0.00020017754],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029637513,0.00013966353,0.013094393,0.00020655285,0.00003175012,0.000052162173,0.00008219569,0.0025036817,0.97527564,0.00007013734,0.000022185377,0.008225291],"study_design_scores_gemma":[0.0000108825,0.0011201781,0.029905543,0.000012738217,0.00004082127,0.000060688857,0.00022869947,0.014631254,0.95356876,0.00008207569,0.00031755774,0.000020801343],"about_ca_topic_score_codex":0.0069521884,"about_ca_topic_score_gemma":0.008600337,"teacher_disagreement_score":0.0069521884,"about_ca_system_score_codex":0.0007012753,"about_ca_system_score_gemma":0.00046757245,"threshold_uncertainty_score":0.01382345},"labels":[],"label_agreement":null},{"id":"W2942578419","doi":"10.1680/jenes.19.00005","title":"Fugitive methane emissions through the cover system of a Brazilian landfill cell","year":2019,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fugitive emissions; Methane; Environmental science; Greenhouse gas; Biogas; Hydrology (agriculture); Soil cover; Environmental engineering; Soil water; Soil science; Waste management; Geotechnical engineering; Geology; Chemistry; Engineering","score_opus":0.0041784559923116246,"score_gpt":0.191467491025127,"score_spread":0.18728903503281538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2942578419","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997147,0.000016054284,0.00007058268,0.0000040189293,1.5178175e-7,0.000002138606,0.00002114212,0.0000027702263,0.00016845304],"genre_scores_gemma":[0.99981993,0.00002185131,0.000071511975,0.0000010624365,2.4007323e-7,0.0000017431811,0.000022395881,7.343193e-7,0.000060567112],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998616,0.000020018866,0.0000066495422,0.000024420053,0.0000490812,0.000038168673],"domain_scores_gemma":[0.99990296,0.000027947319,0.000031141437,0.000009494099,0.000018626233,0.000009905742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016871003,0.00022470542,0.00024274054,0.00038943675,0.0003237317,0.0003604572,0.00021512267,0.00021251764,0.00040647894],"category_scores_gemma":[0.00032382988,0.000101440746,0.00018999566,0.0004228429,0.00032984818,0.00026592155,0.00031946725,0.000076982666,0.00006368104],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005668321,0.00018636158,0.6943182,0.00015937418,0.00012339276,0.0011335209,0.0017109029,0.01856354,0.24803555,0.0004736759,0.00012425303,0.03460442],"study_design_scores_gemma":[0.000026525517,0.0009160869,0.87705654,0.000025346528,0.00014678156,0.00045396603,0.003617899,0.043322776,0.07210341,0.00021690756,0.0020831828,0.00003057739],"about_ca_topic_score_codex":0.042806562,"about_ca_topic_score_gemma":0.077761106,"teacher_disagreement_score":0.042806562,"about_ca_system_score_codex":0.0008887614,"about_ca_system_score_gemma":0.00031864777,"threshold_uncertainty_score":0.08511484},"labels":[],"label_agreement":null},{"id":"W2942606850","doi":"","title":"Long-Term Stability of a Large Undercut Span Beneath Cemented Rockfill at the Turquoise Ridge Mine","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada)","funders":"","keywords":"Ridge; Geology; Undercut; Span (engineering); Term (time); Mining engineering; Geotechnical engineering; Engineering; Structural engineering; Paleontology","score_opus":0.015274289601483996,"score_gpt":0.23642659354361353,"score_spread":0.22115230394212954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2942606850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960965,0.000010379845,0.00005745762,0.000012859652,0.000002047682,0.0000015107404,0.0000700326,0.000008152403,0.00022799279],"genre_scores_gemma":[0.99969554,0.0000069739312,0.000038330847,0.000003896498,0.000001445132,0.0000014194435,0.000089368106,0.00000204527,0.00016103666],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99984,0.000013283238,0.0000081192775,0.000038792205,0.000051135292,0.000048593905],"domain_scores_gemma":[0.999642,0.000031029125,0.000057280897,0.000039266597,0.0001349135,0.00009541505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028046835,0.00029121788,0.00050273596,0.0007174364,0.0014962095,0.0008682842,0.00061634916,0.00080121314,0.000933059],"category_scores_gemma":[0.0005085398,0.00023566191,0.00033146472,0.00042365267,0.00060246204,0.00043723168,0.0009877633,0.00053703674,0.0004217003],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011734667,0.00053082977,0.8994722,0.000040275165,0.00015370296,0.0030019467,0.0017480367,0.0093648285,0.067949936,0.00023358068,0.00072315976,0.015608174],"study_design_scores_gemma":[0.000014756891,0.00029066275,0.98801035,0.000011915785,0.00004012609,0.0002347107,0.001406632,0.006949074,0.0023946003,0.00006177434,0.0005638697,0.00002160435],"about_ca_topic_score_codex":0.030830184,"about_ca_topic_score_gemma":0.061888624,"teacher_disagreement_score":0.030830184,"about_ca_system_score_codex":0.000840265,"about_ca_system_score_gemma":0.00070051313,"threshold_uncertainty_score":0.06130147},"labels":[],"label_agreement":null},{"id":"W2948539329","doi":"10.1139/cgj-2019-0058","title":"Apparent salt diffusion coefficients for soil–bentonite backfills","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Bentonite; Slurry; Leaching (pedology); Geology; Soil water; Geotechnical engineering; Diffusion; Clay minerals; Soil science; Mineralogy; Environmental engineering; Environmental science","score_opus":0.008307687190421176,"score_gpt":0.21844855757753529,"score_spread":0.2101408703871141,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948539329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948744,0.0002629908,0.0034680474,0.00003230903,0.000008148998,0.000021774142,0.00039811726,0.00005732156,0.0008768242],"genre_scores_gemma":[0.9893919,0.0004133784,0.007109741,0.000024086763,0.0000024436868,0.000032648895,0.0006351663,0.000025791249,0.0023646592],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996972,0.000022862077,0.000028413702,0.00007076822,0.00012666156,0.000054150907],"domain_scores_gemma":[0.9995696,0.0001045763,0.000078350924,0.000023519515,0.00017158242,0.000052365773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035231718,0.0005121707,0.00029417474,0.00055050955,0.00028405472,0.00052005704,0.00035814135,0.00025908684,0.0008593222],"category_scores_gemma":[0.0006552937,0.00020336025,0.00029775032,0.00042494616,0.00031709677,0.00052408804,0.0002669468,0.00043670827,0.00026582295],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011657009,0.000012754905,0.0027340013,0.000035593188,0.000007961729,0.000022709122,0.000059036265,0.00021617151,0.99466753,0.00006606239,0.000027983464,0.0020337242],"study_design_scores_gemma":[0.000007169989,0.00015173288,0.012426644,0.000004409999,0.00001307865,0.000073412986,0.00014148386,0.0022933441,0.9834449,0.000052268926,0.0013743987,0.000017113192],"about_ca_topic_score_codex":0.013056744,"about_ca_topic_score_gemma":0.01990331,"teacher_disagreement_score":0.013056744,"about_ca_system_score_codex":0.0007662322,"about_ca_system_score_gemma":0.00055624073,"threshold_uncertainty_score":0.025961518},"labels":[],"label_agreement":null},{"id":"W2960163516","doi":"10.1680/jenes.18.00042","title":"Numerical modelling of leachate transport into water bodies at a landfill site","year":2019,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Environmental science; Aquifer; Groundwater; Land reclamation; Leaching (pedology); Bioreactor landfill; Environmental engineering; Contamination; Water quality; Waste management; Municipal solid waste; Groundwater pollution; Hydrology (agriculture); Geology; Soil science; Geotechnical engineering; Soil water; Ecology; Engineering","score_opus":0.0057514336635359825,"score_gpt":0.17165293281588545,"score_spread":0.16590149915234947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2960163516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9767581,0.00011612613,0.015613967,0.00016449712,0.000024214432,0.000052649593,0.00041978416,0.00015912802,0.006691475],"genre_scores_gemma":[0.9946471,0.00008473802,0.0029319206,0.000013543544,0.0000037990274,0.0000393319,0.00014345688,0.000014558869,0.0021216352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998889,0.000025806585,0.000009039097,0.00001808622,0.000023002287,0.000035117308],"domain_scores_gemma":[0.9997465,0.0001314094,0.000032120814,0.000014310813,0.000048227146,0.000027340406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002662991,0.00037731815,0.0005248757,0.00040773262,0.0005843677,0.0010411736,0.0005892242,0.0011421008,0.0015942757],"category_scores_gemma":[0.0006097517,0.0002533976,0.0005450002,0.0005029234,0.00056060124,0.00053036015,0.00054236664,0.00047811086,0.00016578204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005237331,0.000038082922,0.0026046408,0.000018596988,0.000009492344,0.00009148635,0.000037058457,0.9930912,0.0023738705,0.00048222678,0.000058817095,0.0011420612],"study_design_scores_gemma":[0.000012295129,0.000029712884,0.0006171167,0.0000026123273,0.0000037789746,0.0000073230162,0.000046924928,0.9983053,0.0006516435,0.0001778665,0.00014052015,0.0000048952415],"about_ca_topic_score_codex":0.027253948,"about_ca_topic_score_gemma":0.015035939,"teacher_disagreement_score":0.027253948,"about_ca_system_score_codex":0.0011603173,"about_ca_system_score_gemma":0.0010213354,"threshold_uncertainty_score":0.054190636},"labels":[],"label_agreement":null},{"id":"W2963102124","doi":"10.1139/cgj-2018-0784","title":"Investigation of a decommissioned landfill barrier system containing polychlorinated biphenyl (PCB) waste after 25 years in service","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Ministry of Environment; Ministry of the Environment, Conservation and Parks; Queen's University; Golder Associates (Canada)","funders":"","keywords":"Geomembrane; Groundwater; Polychlorinated biphenyl; Nuclear decommissioning; Diffusion; Environmental science; Geosynthetic clay liner; Partition coefficient; Environmental chemistry; Contamination; Environmental engineering; Geotechnical engineering; Chemistry; Geology; Soil science; Soil water; Nuclear chemistry; Chromatography; Thermodynamics","score_opus":0.008525391423443081,"score_gpt":0.1958425599125266,"score_spread":0.18731716848908353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963102124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995981,0.000026193737,0.0002206709,0.000004493082,0.0000011656573,0.000008788139,0.000034852426,0.000010914926,0.00009488973],"genre_scores_gemma":[0.99837637,0.00007219378,0.000647712,0.000010934498,0.0000014132187,0.000009842855,0.00024477986,0.000010123758,0.00062664185],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997403,0.000022521466,0.000009557457,0.000043974745,0.00011431674,0.000069328344],"domain_scores_gemma":[0.99969923,0.000056554898,0.00007418286,0.000024416204,0.00009395612,0.000051738025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002616372,0.000548283,0.0008702978,0.0006020646,0.0010822976,0.00082036457,0.00048493527,0.00056937226,0.0004808483],"category_scores_gemma":[0.0004656523,0.00027954494,0.0003408341,0.0005778973,0.00070735073,0.0003535756,0.00034952705,0.00036055397,0.0001844239],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082734786,0.000361971,0.12300868,0.00020314204,0.000058373942,0.0060305814,0.0019544228,0.004673996,0.8467891,0.00016625112,0.000141618,0.015784482],"study_design_scores_gemma":[0.000051238145,0.0053456663,0.5069267,0.000040773542,0.00015668063,0.003574975,0.004965603,0.018768441,0.45509094,0.0001576107,0.0048508807,0.00007044062],"about_ca_topic_score_codex":0.023295183,"about_ca_topic_score_gemma":0.033017706,"teacher_disagreement_score":0.023295183,"about_ca_system_score_codex":0.0011813528,"about_ca_system_score_gemma":0.00082386367,"threshold_uncertainty_score":0.046319187},"labels":[],"label_agreement":null},{"id":"W2969591872","doi":"10.1016/j.wasman.2019.08.017","title":"Design of horizontal landfill gas collection wells in non-homogeneous landfills","year":2019,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Fundamental Research Funds for the Central Universities; Shanghai Shuguang Program; China Scholarship Council; Shanghai Municipal Education Commission; National Natural Science Foundation of China; Canada Research Chairs; Royal Society","keywords":"Dimensionless quantity; Homogeneity (statistics); Landfill gas; Permeability (electromagnetism); Environmental science; Petroleum engineering; Engineering; Municipal solid waste; Mechanics; Waste management; Mathematics; Chemistry","score_opus":0.00552764110452214,"score_gpt":0.18911742461791173,"score_spread":0.1835897835133896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969591872","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82991,0.00022216488,0.16424619,0.00013466219,0.000025010166,0.00059260405,0.00034455882,0.00038027033,0.004144574],"genre_scores_gemma":[0.9830351,0.000049168877,0.016032102,0.0000076727865,0.0000020615132,0.00013617962,0.000044900637,0.0000068410573,0.0006858741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999335,0.00017989999,0.00003307159,0.00014410443,0.00015322029,0.0001546413],"domain_scores_gemma":[0.999186,0.00022968816,0.00022776838,0.00006824417,0.00020982567,0.00007843851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066402287,0.0004352925,0.00056710915,0.00036078226,0.000677426,0.0010440412,0.0009086312,0.00057334796,0.0013733009],"category_scores_gemma":[0.0010513954,0.0003939046,0.00023491845,0.0003911048,0.0005189582,0.00055955973,0.0005163919,0.00020070196,0.000157701],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002111484,0.00079463643,0.019475866,0.0006189234,0.00007566773,0.00042663034,0.00023216149,0.68777776,0.23286964,0.0060839537,0.00064532,0.048887994],"study_design_scores_gemma":[0.00023323519,0.0026392918,0.014697682,0.00004253654,0.00008969741,0.00011039559,0.00093520037,0.7921057,0.18465155,0.0020456235,0.0023895106,0.000059623966],"about_ca_topic_score_codex":0.004402443,"about_ca_topic_score_gemma":0.0075932713,"teacher_disagreement_score":0.004402443,"about_ca_system_score_codex":0.0013675308,"about_ca_system_score_gemma":0.0027708577,"threshold_uncertainty_score":0.009922147},"labels":[],"label_agreement":null},{"id":"W2969717035","doi":"10.1680/jgein.19.00043","title":"Performance of GCLs in high salinity impoundment applications","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; BGC Engineering (Canada)","funders":"","keywords":"Hydraulic conductivity; Geosynthetics; Brine; Bentonite; Geosynthetic clay liner; Permeation; Steady state (chemistry); Conductivity; Materials science; Geotechnical engineering; Chemistry; Membrane; Geology; Soil science; Soil water","score_opus":0.005950116513972933,"score_gpt":0.22211591192163097,"score_spread":0.21616579540765804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969717035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972752,0.00020297781,0.0018442103,0.000027948563,0.000005828445,0.0000120903715,0.00011336442,0.00015424415,0.00036408598],"genre_scores_gemma":[0.99539113,0.00016860817,0.0030395747,0.000032110493,0.0000020473726,0.0000124321205,0.0001726784,0.000024225998,0.0011572953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997701,0.000023928778,0.000015506483,0.0000534672,0.00009586648,0.00004123186],"domain_scores_gemma":[0.9996785,0.000046461166,0.000065241846,0.00003218148,0.00013145851,0.000046212732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002867491,0.00039849352,0.00028849227,0.0003437431,0.0002221057,0.0004832342,0.0003922805,0.0005508158,0.0009123181],"category_scores_gemma":[0.0004639839,0.00013276198,0.0002921464,0.0003553065,0.00024682825,0.00041715073,0.00041549533,0.0003417784,0.0004267325],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009911324,0.000014242251,0.0012965814,0.000045929806,0.0000051264624,0.00006613211,0.00004291405,0.0006170081,0.9938207,0.000016833726,0.00003589476,0.0039395588],"study_design_scores_gemma":[0.000005673957,0.0005250269,0.008923924,0.000007453356,0.000014510695,0.00013228421,0.00013842869,0.0026789512,0.98600405,0.00001350106,0.0015381179,0.000018197017],"about_ca_topic_score_codex":0.0033932407,"about_ca_topic_score_gemma":0.0048512327,"teacher_disagreement_score":0.0033932407,"about_ca_system_score_codex":0.00048816463,"about_ca_system_score_gemma":0.00021516513,"threshold_uncertainty_score":0.0067469478},"labels":[],"label_agreement":null},{"id":"W2971851468","doi":"10.1016/j.wasman.2019.08.028","title":"Representative stress crack resistance of polyolefin geomembranes used in waste management","year":2019,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Government of Ontario","keywords":"Polyolefin; High-density polyethylene; Geomembrane; Linear low-density polyethylene; Polyethylene; Leachate; Materials science; Waste management; Composite material; Engineering","score_opus":0.00848510554039629,"score_gpt":0.22568331262390726,"score_spread":0.21719820708351095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971851468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870753,0.00016254492,0.00034879975,0.000013346699,0.0000043108926,0.0000089545865,0.00026677188,0.00001943749,0.0004683636],"genre_scores_gemma":[0.99870265,0.000092764945,0.0002522156,0.0000068416266,0.0000012213053,0.000007795736,0.0001537615,0.000004162125,0.0007786148],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997749,0.000023051882,0.000021361104,0.000035018827,0.00008816924,0.00005747994],"domain_scores_gemma":[0.9996,0.00010003579,0.00008756411,0.00004030983,0.00014240493,0.00002973613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025440613,0.00023113965,0.0002064961,0.000489333,0.00032035875,0.00017958207,0.0002215355,0.000749714,0.0039353794],"category_scores_gemma":[0.0005462921,0.00010380432,0.00023193572,0.00035192122,0.00018098134,0.0003605299,0.00024625892,0.00033624683,0.00034320806],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059633947,0.00006501908,0.002469468,0.0000990759,0.000011715253,0.0001258842,0.0000799332,0.0010895153,0.98814917,0.00008055536,0.00015010232,0.0070833066],"study_design_scores_gemma":[0.0000076278407,0.0007857746,0.013284041,0.000012363508,0.000009839326,0.00007703633,0.00014076097,0.0023385151,0.9826232,0.000033501354,0.0006812285,0.000006051874],"about_ca_topic_score_codex":0.00081388094,"about_ca_topic_score_gemma":0.001134048,"teacher_disagreement_score":0.0039353794,"about_ca_system_score_codex":0.00019660397,"about_ca_system_score_gemma":0.00012926337,"threshold_uncertainty_score":0.013165116},"labels":[],"label_agreement":null},{"id":"W2972760753","doi":"","title":"A CONCEPTUAL MODEL FOR THE FLUSHING OF COAL WASTE ROCK PILES IN THE ELK VALLEY, BRITISH COLUMBIA, CANADA","year":2014,"lang":"en","type":"article","venue":"2014 GSA Annual Meeting in Vancouver, British Columbia (19–22 October 2014)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flushing; Mining engineering; Geology; Coal mining; Hydrology (agriculture); Archaeology; Coal; Environmental science; Waste management; Geotechnical engineering; Geography; Engineering","score_opus":0.0071290318802098955,"score_gpt":0.19946308499636625,"score_spread":0.19233405311615637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972760753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47827026,0.0012272503,0.06461352,0.012106529,0.0001659219,0.0010054761,0.00688645,0.00047698495,0.4352476],"genre_scores_gemma":[0.954395,0.0006180834,0.011746089,0.00020273405,0.000010745188,0.0003119739,0.00085537776,0.000064913605,0.03179516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992908,0.00016218478,0.000025395264,0.00011505319,0.00014738574,0.00025922988],"domain_scores_gemma":[0.9991736,0.0001699408,0.000052466574,0.000029031107,0.00040043314,0.00017452503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006092303,0.00073281967,0.00046252002,0.0020632374,0.0052012443,0.0072561796,0.0040344545,0.0024121501,0.015295806],"category_scores_gemma":[0.0015808436,0.00061262614,0.0007579929,0.0027441017,0.003161642,0.0024122784,0.0020883537,0.0014838262,0.00080830767],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013537903,0.00025339876,0.015704716,0.00024657362,0.000046750323,0.0011178307,0.0046075643,0.60460556,0.0014710735,0.34639668,0.010015676,0.015398855],"study_design_scores_gemma":[0.00012865223,0.00010039571,0.012733646,0.00032591494,0.000079439844,0.0002283461,0.031170858,0.8286081,0.0006281831,0.058350753,0.067465276,0.00018043038],"about_ca_topic_score_codex":0.9718026,"about_ca_topic_score_gemma":0.97634923,"teacher_disagreement_score":0.0524181,"about_ca_system_score_codex":0.0524181,"about_ca_system_score_gemma":0.05095981,"threshold_uncertainty_score":0.38032168},"labels":[],"label_agreement":null},{"id":"W2973075226","doi":"10.1139/cjce-2019-0089","title":"Physical and hydraulic properties of recycled glass as granular materials for pavement structure","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval; École de Technologie Supérieure","funders":"Mitacs","keywords":"Aggregate (composite); Subbase; Compaction; Absorption of water; Hydraulic conductivity; Permeability (electromagnetism); Geotechnical engineering; Materials science; Sorptivity; Base (topology); Environmental science; Composite material; Engineering; Soil water; Soil science","score_opus":0.005377688735632422,"score_gpt":0.17192607684727546,"score_spread":0.16654838811164302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2973075226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99831665,0.0006756245,0.00029989466,0.000014274327,0.000009427019,0.000011620573,0.00007279112,0.000010274981,0.00058948545],"genre_scores_gemma":[0.9991714,0.0002384989,0.00020124864,0.000009375246,0.000002309872,0.0000042797274,0.000045664576,0.000002961717,0.00032438603],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997209,0.00004850635,0.00001883453,0.000031951346,0.00011996923,0.000059793936],"domain_scores_gemma":[0.9998443,0.000032860735,0.000039535946,0.000010283886,0.00004801456,0.000024962252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032412514,0.00026327296,0.00015591514,0.0005357427,0.00020580106,0.0003899829,0.00014333858,0.00020266554,0.00075642124],"category_scores_gemma":[0.00038546656,0.00012453742,0.00028614444,0.00035123748,0.00027282283,0.00034264507,0.0002232624,0.00023872349,0.00012755237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003864246,0.00008705982,0.0040874323,0.00020657717,0.00003100063,0.00015501986,0.00015416932,0.0025723588,0.9817701,0.0002462926,0.00013511341,0.010168395],"study_design_scores_gemma":[0.000021819424,0.002056207,0.03752379,0.000025087767,0.00009617463,0.00017089625,0.00044442588,0.0052770292,0.9520324,0.00015552196,0.002156882,0.000039821767],"about_ca_topic_score_codex":0.0037081528,"about_ca_topic_score_gemma":0.007118695,"teacher_disagreement_score":0.0037081528,"about_ca_system_score_codex":0.0004249573,"about_ca_system_score_gemma":0.00023996219,"threshold_uncertainty_score":0.007373154},"labels":[],"label_agreement":null},{"id":"W2973265952","doi":"10.1016/j.geotexmem.2019.103497","title":"Long-term performance of a HDPE geomembrane stabilized with HALS in chlorinated water","year":2019,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Government of Ontario","keywords":"Geomembrane; Chlorine; High-density polyethylene; Ultimate tensile strength; Polyethylene; Degradation (telecommunications); Chemistry; Amine gas treating; Materials science; Composite material; Metallurgy; Organic chemistry","score_opus":0.0039117152587939364,"score_gpt":0.1811326101269867,"score_spread":0.17722089486819276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2973265952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99963856,0.00010024431,0.000097984186,0.000007849892,0.0000039561087,0.000001969284,0.00006711005,0.000004322016,0.000078014156],"genre_scores_gemma":[0.99931645,0.00008248044,0.000083037805,0.000006242106,0.0000019172612,0.0000023937966,0.00007959368,0.0000018299921,0.00042611678],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970955,0.000050162325,0.000023108769,0.000063346924,0.00007117812,0.0000826686],"domain_scores_gemma":[0.9996582,0.00008349007,0.000060883736,0.000024986328,0.00013550832,0.000036962454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004921005,0.00023849054,0.00033145712,0.00022877046,0.00038991877,0.00040097005,0.00023649767,0.0004673296,0.0007118976],"category_scores_gemma":[0.00048098585,0.00011986631,0.00040962626,0.0002657312,0.00032394752,0.0005178311,0.00025600815,0.00028570692,0.00019400494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002253582,0.00018177065,0.003593301,0.00009380911,0.00005386665,0.00016164534,0.0001585955,0.0021509654,0.98790073,0.000068310284,0.000106865606,0.0032766182],"study_design_scores_gemma":[0.000018645525,0.0016191831,0.008147096,0.000006949321,0.00005158919,0.000041653995,0.00019726958,0.003630939,0.98579466,0.00002254268,0.00045207638,0.0000173546],"about_ca_topic_score_codex":0.0060903016,"about_ca_topic_score_gemma":0.005798075,"teacher_disagreement_score":0.0060903016,"about_ca_system_score_codex":0.0006418564,"about_ca_system_score_gemma":0.0003070362,"threshold_uncertainty_score":0.0121097565},"labels":[],"label_agreement":null},{"id":"W2974406954","doi":"10.1139/cgj-2018-0715","title":"Exhumation and performance of an Antarctic composite barrier system after 4 years exposure","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Antarctic Division; Queen's University; Monash University; Deakin University","keywords":"Geomembrane; Geosynthetic clay liner; Subgrade; Geotechnical engineering; Hydraulic conductivity; Leachate; Environmental science; Soil water; Composite number; Geosynthetics; Groundwater; Geology; Pore water pressure; Soil science; Materials science; Environmental chemistry; Composite material; Chemistry","score_opus":0.0040299459722254296,"score_gpt":0.17898585276193332,"score_spread":0.1749559067897079,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974406954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995994,0.000025847405,0.00010155332,0.0000031162328,0.0000012435229,0.0000047368426,0.00007576824,0.000004244022,0.00018426658],"genre_scores_gemma":[0.99789375,0.00005940832,0.00034294417,0.000009110857,0.0000011123922,0.000007680705,0.00019501563,0.000004881292,0.0014861382],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998847,0.000010447283,0.000007476939,0.000022474704,0.000043079042,0.000031831933],"domain_scores_gemma":[0.9998535,0.000014758937,0.00003498513,0.000021021058,0.000050395454,0.00002519983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018569242,0.00027287847,0.0003498409,0.00031253803,0.00035134482,0.00030316177,0.00021855088,0.00031340632,0.0011230106],"category_scores_gemma":[0.00021727847,0.00013190066,0.0002355824,0.00029272272,0.00021648173,0.00022317196,0.00037553685,0.00022331967,0.0003083263],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006675444,0.0001281227,0.014831321,0.00006619595,0.00003191986,0.0003974624,0.00038174586,0.0010907818,0.9749451,0.000028678338,0.00005252942,0.007378498],"study_design_scores_gemma":[0.000019266141,0.004318806,0.2521642,0.000012865463,0.00008524813,0.00039311644,0.0010209738,0.0020874275,0.7372436,0.000047712452,0.0025691644,0.000037623984],"about_ca_topic_score_codex":0.005508245,"about_ca_topic_score_gemma":0.008205769,"teacher_disagreement_score":0.005508245,"about_ca_system_score_codex":0.00027698642,"about_ca_system_score_gemma":0.0001916024,"threshold_uncertainty_score":0.0109523535},"labels":[],"label_agreement":null},{"id":"W2974453678","doi":"10.11575/prism/37065","title":"Field Performance and Water Balance Predictions of Evapotranspirative Landfill Biocovers","year":2019,"lang":"en","type":"dissertation","venue":"PRISM (University of Calgary)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Field (mathematics); Balance (ability); Water balance; Environmental science; Hydrology (agriculture); Geotechnical engineering; Engineering; Mathematics; Physical medicine and rehabilitation; Medicine","score_opus":0.004847874334165452,"score_gpt":0.1782291992314103,"score_spread":0.17338132489724487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974453678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985689,0.000021352842,0.000810072,0.0000051245943,0.0000012418716,0.000007572388,0.00017792416,0.000051499308,0.0003562604],"genre_scores_gemma":[0.99834156,0.00003875217,0.0011274578,0.0000023983907,5.0135117e-7,0.0000061273217,0.0002442462,0.0000059572735,0.00023304093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99986553,0.000008501781,0.000005472405,0.000041788247,0.00004039047,0.00003823735],"domain_scores_gemma":[0.99973637,0.000053828746,0.00004505175,0.00003109444,0.00009722116,0.000036378577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034986378,0.00042168924,0.00027248202,0.0002910369,0.00032964008,0.00042028388,0.00048209663,0.00017364213,0.0006986261],"category_scores_gemma":[0.00034862023,0.00017858639,0.0002799405,0.0004863785,0.0003298667,0.00029231329,0.00017288038,0.00020146083,0.00012337598],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030497368,0.00056185515,0.27763948,0.00028685344,0.00010321731,0.00019072874,0.000373308,0.37211505,0.26999852,0.0004781189,0.0007095771,0.07449355],"study_design_scores_gemma":[0.000089844114,0.0013018181,0.33052385,0.000022453662,0.00012556966,0.000053363794,0.0004864826,0.51614946,0.148727,0.00017584652,0.0022823727,0.0000619482],"about_ca_topic_score_codex":0.22275543,"about_ca_topic_score_gemma":0.3399066,"teacher_disagreement_score":0.22275543,"about_ca_system_score_codex":0.0025412163,"about_ca_system_score_gemma":0.0014830332,"threshold_uncertainty_score":0.4429177},"labels":[],"label_agreement":null},{"id":"W2979736458","doi":"10.1139/cgj-2019-0468","title":"Comparative analyses of alternative breakthrough curves from cumulative mass column testing of soil–bentonite backfills","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Retardation factor; Dimensionless quantity; Bentonite; Steady state (chemistry); Breakthrough curve; Diffusion; Chemistry; Mineralogy; Soil science; Geology; Geotechnical engineering; Thermodynamics; Physics; Chromatography","score_opus":0.05863255033850357,"score_gpt":0.3091832257713308,"score_spread":0.2505506754328272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2979736458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98502815,0.00038707777,0.011679828,0.0000316256,0.00001617044,0.0000859819,0.0011266072,0.00026315177,0.0013814016],"genre_scores_gemma":[0.983898,0.00059994974,0.011379005,0.00005789969,0.000014395765,0.00011889642,0.001607887,0.000110354544,0.0022135898],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984653,0.0001535654,0.00011698805,0.0002384752,0.000872648,0.00015301208],"domain_scores_gemma":[0.99628687,0.0011767108,0.00047921375,0.00025899147,0.0016659771,0.00013231042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015522712,0.0011021019,0.0006371372,0.0024415848,0.000408421,0.00097146543,0.0006566888,0.0005327541,0.0010969834],"category_scores_gemma":[0.0036745144,0.00032762677,0.00084331504,0.0019024378,0.00036101037,0.00042740098,0.0004457987,0.00059133174,0.0003660966],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010090654,0.00023772057,0.027152102,0.00042232568,0.00012358389,0.00011245393,0.00062236394,0.0047003813,0.9272671,0.00015277216,0.00017901718,0.03802106],"study_design_scores_gemma":[0.000029896806,0.0032451379,0.12719555,0.000029522527,0.0001832663,0.00034229772,0.0004685989,0.011804536,0.85388005,0.00015621602,0.002557044,0.00010793271],"about_ca_topic_score_codex":0.012951244,"about_ca_topic_score_gemma":0.015597405,"teacher_disagreement_score":0.012951244,"about_ca_system_score_codex":0.0008947022,"about_ca_system_score_gemma":0.0006391089,"threshold_uncertainty_score":0.02575177},"labels":[],"label_agreement":null},{"id":"W2981228964","doi":"10.2134/jeq2019.06.0229","title":"The Influence of Concrete Grinding Residue on Soil Physical Properties and Plant Growth","year":2019,"lang":"en","type":"article","venue":"Journal of Environmental Quality","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Local Road Research Board; Minnesota Department of Transportation","keywords":"Bulk density; Grinding; Environmental science; Residue (chemistry); Agronomy; Hydraulic conductivity; Plant growth; Biomass (ecology); Soil water; Soil science; Chemistry; Materials science; Biology; Composite material","score_opus":0.020167917314740786,"score_gpt":0.2389512527544556,"score_spread":0.21878333543971482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981228964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931765,0.00013919394,0.00013478601,0.0000071115787,0.0000031251955,0.000012834763,0.00007984383,0.000008905731,0.00029652572],"genre_scores_gemma":[0.9978452,0.0001657409,0.0007714456,0.00003440432,0.000004710971,0.00003076504,0.00021733125,0.000010160726,0.0009202153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997445,0.0000463049,0.000019444891,0.00008287373,0.000061403254,0.000045564408],"domain_scores_gemma":[0.99920064,0.0002882016,0.00020068184,0.00006316968,0.00010163439,0.00014566454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002834466,0.00045593132,0.0004394329,0.00022608165,0.0002122113,0.00036393496,0.00026747212,0.0002897926,0.000952444],"category_scores_gemma":[0.00044931844,0.0002138174,0.00031624298,0.0001414626,0.00028482,0.0003018611,0.00023374347,0.0005227916,0.00017728965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006994078,0.0001505709,0.0064710905,0.00006683155,0.000023547704,0.000078284225,0.00005516294,0.00019688516,0.98917425,0.000010142171,0.000017898334,0.0030560142],"study_design_scores_gemma":[0.000044325952,0.005869609,0.660084,0.000014907151,0.00008604504,0.00019821626,0.0002570226,0.0018939534,0.33009458,0.000057741796,0.0013660147,0.00003352545],"about_ca_topic_score_codex":0.0035375599,"about_ca_topic_score_gemma":0.006284846,"teacher_disagreement_score":0.0035375599,"about_ca_system_score_codex":0.00045235056,"about_ca_system_score_gemma":0.00026867003,"threshold_uncertainty_score":0.007033944},"labels":[],"label_agreement":null},{"id":"W2981839501","doi":"10.1002/ceat.201900404","title":"Effect of Substrate Characteristics and Process Fluid Percolation on Dry Anaerobic Digestion Processes","year":2019,"lang":"en","type":"article","venue":"Chemical Engineering & Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Medical Association","funders":"Bundesministerium für Wirtschaft und Energie","keywords":"Anaerobic digestion; Compaction; Methane; Materials science; Percolation (cognitive psychology); Permeability (electromagnetism); Pulp and paper industry; Chemistry; Waste management; Chemical engineering; Composite material; Organic chemistry; Engineering; Biochemistry","score_opus":0.0022374801552789607,"score_gpt":0.1904555232843606,"score_spread":0.18821804312908164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981839501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907446,0.00017041208,0.00041844303,0.0000106699,0.000004056574,0.000014656275,0.000058958933,0.000009995951,0.00023848805],"genre_scores_gemma":[0.9992638,0.00012710858,0.00039526692,0.000010978066,0.0000030077174,0.000010110189,0.000062573,0.0000084601415,0.00011878789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938285,0.00019949918,0.00006090883,0.00009533521,0.00015966283,0.000101774465],"domain_scores_gemma":[0.9983656,0.001086709,0.00027649556,0.000049639766,0.000114279035,0.00010735656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004374282,0.00049423,0.00043323464,0.0003343742,0.00032800244,0.0007842881,0.0002368271,0.00029931142,0.0011002147],"category_scores_gemma":[0.0018193419,0.0003026137,0.00023684901,0.00049644866,0.0004093407,0.0008297014,0.0004218923,0.00047175636,0.00013290689],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019662282,0.00021586102,0.0028131872,0.00020219272,0.00002862732,0.00021324975,0.00010465159,0.001961108,0.98882324,0.000065586864,0.00003457075,0.0035715012],"study_design_scores_gemma":[0.000048218128,0.0025301466,0.01566429,0.000018452132,0.00006532348,0.00018028035,0.00015067958,0.0022978259,0.9784023,0.000063562526,0.0005528185,0.000026096432],"about_ca_topic_score_codex":0.0010393456,"about_ca_topic_score_gemma":0.0010548588,"teacher_disagreement_score":0.0011002147,"about_ca_system_score_codex":0.00039207315,"about_ca_system_score_gemma":0.0002962188,"threshold_uncertainty_score":0.0036805868},"labels":[],"label_agreement":null},{"id":"W2982566847","doi":"10.1680/jgein.19.00054","title":"GCL self-healing: fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Indentation; Materials science; Slit; Composite material; Geosynthetics; Optics; Geotechnical engineering; Soil water; Geology","score_opus":0.0062972932009601355,"score_gpt":0.20569189588582854,"score_spread":0.1993946026848684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982566847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998744,0.00014193496,0.0007959772,0.0000073034507,0.00000583929,0.000012108201,0.000036810055,0.000041512354,0.0002144401],"genre_scores_gemma":[0.99668175,0.000105130996,0.0023025887,0.000011128222,0.0000018395384,0.000013481853,0.00006280934,0.000022582291,0.00079872576],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986374,0.000013567086,0.000011130221,0.000032690736,0.000043455977,0.000035393867],"domain_scores_gemma":[0.9996024,0.000088060086,0.00016501854,0.00003921067,0.00003912729,0.00006619189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000213464,0.00032595254,0.00019701626,0.00014480342,0.00009760458,0.00017796509,0.00023392495,0.00036652718,0.0006750684],"category_scores_gemma":[0.00030300344,0.00018588656,0.0001489052,0.00010662848,0.00038644284,0.0002801757,0.00023612996,0.00029656437,0.00009131427],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040368275,0.00000565325,0.00007283648,0.000021394577,0.0000017596625,0.00002680798,0.000030312161,0.000073045725,0.99934095,0.000008225697,0.000004504856,0.00037403565],"study_design_scores_gemma":[0.0000068335826,0.00033729294,0.0028316232,0.000003948951,0.000007981059,0.00009554641,0.000059123515,0.0007813502,0.99541205,0.00000975053,0.00044830993,0.000006235306],"about_ca_topic_score_codex":0.0005746747,"about_ca_topic_score_gemma":0.00086753664,"teacher_disagreement_score":0.0006750684,"about_ca_system_score_codex":0.00013547517,"about_ca_system_score_gemma":0.00010213873,"threshold_uncertainty_score":0.0022583604},"labels":[],"label_agreement":null},{"id":"W2986693746","doi":"10.1139/cjce-2019-0269","title":"Effect of different sediment dewatering techniques on subsequent particle sizes in industrial derived effluent","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Bishop Water Technologies (Canada); Acadia University; Dalhousie University","funders":"","keywords":"Dewatering; Geotextile; Sedimentation; Sediment; Particulates; Filtration (mathematics); Environmental science; Effluent; Context (archaeology); Environmental engineering; Waste management; Geotechnical engineering; Geology; Chemistry; Engineering","score_opus":0.007328065347967759,"score_gpt":0.19129675007304686,"score_spread":0.1839686847250791,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2986693746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988732,0.000322091,0.00031029,0.0000113566275,0.000006319294,0.000014921714,0.00008588369,0.000008873672,0.00036711068],"genre_scores_gemma":[0.9959448,0.00073610066,0.0014570514,0.000043843444,0.000005165387,0.000018023968,0.00033911073,0.000017041577,0.001438694],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99970776,0.000043412376,0.00004007017,0.000060633476,0.0000841708,0.00006397774],"domain_scores_gemma":[0.9994431,0.00015904964,0.0001319588,0.000031526342,0.00016420706,0.00007007524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040699617,0.00027392007,0.00023042849,0.00031950776,0.00028752026,0.0005887081,0.00019210693,0.00024081685,0.0005207803],"category_scores_gemma":[0.0010495445,0.0001414212,0.00024426635,0.00027921653,0.00028858194,0.00023849009,0.00028058284,0.00038619188,0.00013962529],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008332176,0.00021753242,0.010502696,0.00018654272,0.0000409172,0.00006459951,0.00019946824,0.00083210826,0.9719463,0.000031067633,0.00008587461,0.015059727],"study_design_scores_gemma":[0.000018493363,0.0018340631,0.17581554,0.000025841551,0.00006929144,0.00006515321,0.00025873524,0.0009698691,0.81964993,0.000040917603,0.0012335496,0.0000186324],"about_ca_topic_score_codex":0.020244554,"about_ca_topic_score_gemma":0.043736797,"teacher_disagreement_score":0.020244554,"about_ca_system_score_codex":0.0007096119,"about_ca_system_score_gemma":0.0004568417,"threshold_uncertainty_score":0.0402534},"labels":[],"label_agreement":null},{"id":"W2992987350","doi":"10.1016/j.wasman.2019.11.035","title":"Prediction of greenhouse gas emissions from Ontario's solid waste landfills using fuzzy logic based model","year":2019,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Landfill gas; Greenhouse gas; Fuzzy logic; Municipal solid waste; Methane; Environmental science; Empirical modelling; Environmental engineering; Waste management; Engineering; Computer science; Chemistry; Simulation; Artificial intelligence; Geology","score_opus":0.02758331947946552,"score_gpt":0.22481269358974837,"score_spread":0.19722937411028285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2992987350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921639,0.000041633106,0.0039696256,0.000074386066,0.000007794755,0.0000274259,0.00036468226,0.00008007096,0.0032704207],"genre_scores_gemma":[0.9975152,0.000026508358,0.00093413284,0.000003586278,9.761757e-7,0.000009820794,0.00016257832,0.000002583035,0.0013447215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999106,0.000011984417,0.000004184295,0.000018526689,0.000029045874,0.000025679137],"domain_scores_gemma":[0.9998443,0.00006208279,0.000016616968,0.000005006869,0.00005940116,0.000012644452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001738358,0.0005083154,0.00033585678,0.0003749575,0.0007303053,0.0008486806,0.00041740728,0.0005313071,0.0009731033],"category_scores_gemma":[0.00032087837,0.00023330598,0.0004949843,0.0003143145,0.00029902562,0.00031591242,0.00016832647,0.0002467059,0.000098858734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013396746,0.000082668805,0.012464,0.000031007035,0.000024285999,0.00007895296,0.000035746518,0.9787895,0.002838624,0.00028262602,0.00032631477,0.0049123443],"study_design_scores_gemma":[0.0000112111775,0.00003116349,0.004216525,0.0000019198928,0.0000101108035,0.0000035084313,0.000044665787,0.99457824,0.0008878741,0.000083304025,0.00012611409,0.000005482227],"about_ca_topic_score_codex":0.77774614,"about_ca_topic_score_gemma":0.7874427,"teacher_disagreement_score":0.22225386,"about_ca_system_score_codex":0.0061288807,"about_ca_system_score_gemma":0.0038912853,"threshold_uncertainty_score":0.4471255},"labels":[],"label_agreement":null},{"id":"W2995772111","doi":"10.1139/cgj-2019-0572","title":"An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories; Queen's University","funders":"Canadian Nuclear Laboratories; Queen's University","keywords":"Leachate; Geomembrane; High-density polyethylene; Service life; Environmental science; Geotechnical engineering; Material selection; Polyethylene; Materials science; Municipal solid waste; Waste management; Composite material; Environmental engineering; Engineering","score_opus":0.02296357754680222,"score_gpt":0.23769583595843663,"score_spread":0.2147322584116344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995772111","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70078,0.0008986979,0.2908207,0.00044944425,0.00007340629,0.0007909054,0.00023949979,0.00060945837,0.0053379294],"genre_scores_gemma":[0.7240286,0.00061738584,0.26942927,0.00015119983,0.000025012925,0.00034014738,0.00030018218,0.0000950173,0.0050131977],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993649,0.00012858301,0.000049346236,0.00009775392,0.0002809928,0.000078458615],"domain_scores_gemma":[0.9990829,0.00014022329,0.0002879638,0.00011009107,0.00029340852,0.00008525509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010301351,0.0007283245,0.0005356654,0.0005853006,0.0005326203,0.0008042242,0.00075477094,0.0007053309,0.0012970454],"category_scores_gemma":[0.0011252246,0.00030488323,0.0005389356,0.00040680997,0.00024841406,0.000596869,0.0009677707,0.0007430115,0.00072373624],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009503469,0.00008364791,0.0012161215,0.0001557452,0.000011231754,0.00025694215,0.00006965078,0.0027231844,0.973321,0.00033465677,0.0001541214,0.021578634],"study_design_scores_gemma":[0.000035109428,0.0010861858,0.0046478743,0.000033199594,0.000046761816,0.0009887292,0.0002160346,0.0114266565,0.96762556,0.0004783768,0.013368055,0.00004760691],"about_ca_topic_score_codex":0.0005628918,"about_ca_topic_score_gemma":0.002015249,"teacher_disagreement_score":0.0012970454,"about_ca_system_score_codex":0.00059594127,"about_ca_system_score_gemma":0.00092128967,"threshold_uncertainty_score":0.005447924},"labels":[],"label_agreement":null},{"id":"W3000463168","doi":"10.1016/j.wasman.2020.01.002","title":"Simulating temperature-dependent biodegradation-induced settlement at a landfill with waste lifts placed under frozen conditions","year":2020,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Settlement (finance); Biodegradation; Environmental science; Waste management; Geotechnical engineering; Municipal solid waste; Creep; Environmental engineering; Engineering; Chemistry; Materials science","score_opus":0.016152795911996743,"score_gpt":0.22493927492431853,"score_spread":0.20878647901232178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000463168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99887854,0.000012609045,0.0004447046,0.000012044217,0.00000667836,0.000011900697,0.00011818601,0.000014883421,0.00050047215],"genre_scores_gemma":[0.99917525,0.00002286708,0.0004182211,0.0000040556756,9.0772863e-7,0.000011399706,0.000054880493,0.000004295614,0.00030806978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998234,0.000014823889,0.000010003549,0.000031578336,0.00004735418,0.00007292066],"domain_scores_gemma":[0.9997551,0.000106079235,0.000037519174,0.000020615846,0.00005183515,0.000028877581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002369328,0.00044522222,0.0004786918,0.00028675838,0.0005044083,0.0005903072,0.0005545724,0.0007779192,0.0018595409],"category_scores_gemma":[0.0005079127,0.0002225379,0.0005833652,0.0003683673,0.00046216743,0.00043915858,0.0003346153,0.000501121,0.0002127157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027613735,0.0009295953,0.0144875515,0.0002340859,0.00005114147,0.0010178357,0.0003037291,0.5266429,0.44744745,0.00069152645,0.00023249339,0.0052002897],"study_design_scores_gemma":[0.00017942021,0.0024205022,0.018292112,0.0000194176,0.00006855991,0.000118247,0.0005935802,0.65572363,0.3218226,0.00028962822,0.00041462766,0.00005770246],"about_ca_topic_score_codex":0.009846131,"about_ca_topic_score_gemma":0.007907318,"teacher_disagreement_score":0.009846131,"about_ca_system_score_codex":0.00083311915,"about_ca_system_score_gemma":0.0007884649,"threshold_uncertainty_score":0.019577622},"labels":[],"label_agreement":null},{"id":"W3004584122","doi":"","title":"Solid-solution partitioning of REE in mine-tailings, soils and sediments in China and Canada","year":2017,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Soil water; Geology; China; Mining engineering; Geochemistry; Environmental science; Earth science; Soil science; Materials science; Metallurgy; Archaeology; Geography","score_opus":0.010013331977928147,"score_gpt":0.23234965236668476,"score_spread":0.22233632038875661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004584122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998434,0.00014726598,0.00006539083,0.00001889628,0.0000012252552,0.0000092429145,0.00073158386,0.000004785111,0.0005875608],"genre_scores_gemma":[0.9971097,0.00027675412,0.0002416214,0.000013385986,8.30336e-7,0.000008897342,0.0009903653,0.0000046563255,0.0013537933],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996001,0.000014239048,0.000022055592,0.00009239482,0.00013366101,0.00013752746],"domain_scores_gemma":[0.99970955,0.000026165695,0.00002459376,0.000008515424,0.00018334569,0.0000478881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026084317,0.00058886665,0.0004984941,0.001392378,0.0016275506,0.0009766802,0.00079287903,0.00048902084,0.0006752499],"category_scores_gemma":[0.00028718656,0.00027990737,0.00055171933,0.0016870231,0.0007841162,0.0004569013,0.00051700725,0.00030057222,0.00013648381],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0047120443,0.0004928068,0.6411529,0.000999195,0.00056904624,0.0015059062,0.0029882616,0.048036627,0.2438121,0.0016939322,0.0024691739,0.05156803],"study_design_scores_gemma":[0.00010235767,0.00030852325,0.90670747,0.0000450386,0.00015577226,0.00015319527,0.0035591265,0.021990752,0.06222566,0.00031126878,0.0043587685,0.00008206211],"about_ca_topic_score_codex":0.9691779,"about_ca_topic_score_gemma":0.9738628,"teacher_disagreement_score":0.030822098,"about_ca_system_score_codex":0.01548763,"about_ca_system_score_gemma":0.00893822,"threshold_uncertainty_score":0.11237115},"labels":[],"label_agreement":null},{"id":"W3009159571","doi":"10.31025/2611-4135/2020.13909","title":"Use of Alternative Cover Materials to Control Surface Emissions (H2S and VOCs) at an Engineered Landfill","year":2020,"lang":"en","type":"article","venue":"Detritus","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"EnGlobe (Canada); Centre de Recherche Industrielle du Québec","funders":"","keywords":"Environmental science; Landfill gas; Waste management; Compost; Incineration; Municipal solid waste; Environmental engineering; Biogas; Biofilter; Methane; Environmental chemistry; Engineering; Chemistry","score_opus":0.027888598116140955,"score_gpt":0.2350491097979881,"score_spread":0.20716051168184715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009159571","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949944,0.00005111407,0.00014963605,0.0000072010557,0.0000014026527,0.000019776586,0.00003021799,0.000012897374,0.00022824631],"genre_scores_gemma":[0.9977603,0.00011305013,0.0012937261,0.000014336694,0.0000016041389,0.00002416648,0.000067415,0.0000047596154,0.000720706],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996346,0.000039426868,0.000016666007,0.00007527438,0.0001444471,0.00008953498],"domain_scores_gemma":[0.99981385,0.000023716739,0.000055782544,0.000012968339,0.000052051957,0.000041596155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027990737,0.00040510335,0.00042033917,0.00032015846,0.00063504564,0.00063322653,0.00048027936,0.000267083,0.0005175198],"category_scores_gemma":[0.00019870074,0.00016504122,0.0003312401,0.0002676596,0.00033859332,0.00019716434,0.0003515743,0.0002480141,0.00010300385],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073624,0.0003726524,0.008110222,0.00015655451,0.00003973939,0.00028286275,0.00021889208,0.001911436,0.97681797,0.000048531496,0.000067710214,0.01123724],"study_design_scores_gemma":[0.00007335845,0.0057791322,0.063926525,0.00002448097,0.00008969305,0.00014247175,0.0004246727,0.0031295505,0.9244506,0.00002396245,0.0019078369,0.000027640779],"about_ca_topic_score_codex":0.06498726,"about_ca_topic_score_gemma":0.13734864,"teacher_disagreement_score":0.06498726,"about_ca_system_score_codex":0.0019121771,"about_ca_system_score_gemma":0.0013061913,"threshold_uncertainty_score":0.12921792},"labels":[],"label_agreement":null},{"id":"W3011474552","doi":"10.1139/cgj-2019-0272","title":"Temperature effects on dredged slurry performance under vacuum preloading","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Consolidation (business); Slurry; Geotechnical engineering; Pore water pressure; Dissipation; Water content; Atterberg limits; Materials science; Environmental science; Geology; Composite material; Thermodynamics","score_opus":0.009069308255707112,"score_gpt":0.19505799701881443,"score_spread":0.1859886887631073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011474552","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998779,0.00022361803,0.00054526347,0.000007727211,0.0000058507653,0.0000097108095,0.00008808083,0.000022385113,0.00031841022],"genre_scores_gemma":[0.9986002,0.0001795811,0.0005835371,0.000009642974,0.0000029222927,0.000010515676,0.00011654993,0.0000139502035,0.0004830388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995648,0.0000464449,0.000047253747,0.000080876685,0.00015753036,0.00010305392],"domain_scores_gemma":[0.99952805,0.00014626903,0.00009136371,0.000042383097,0.00015343021,0.000038415317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046165293,0.0003513756,0.0005522404,0.00026421566,0.0003064931,0.0005562556,0.00037083283,0.0002922308,0.0011604887],"category_scores_gemma":[0.00089128595,0.0002592571,0.000345639,0.00044183419,0.00034429834,0.00045312202,0.00030423948,0.00044146331,0.0002593634],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010066702,0.00011108451,0.0059308074,0.00016955318,0.000023294262,0.00013902882,0.0002745079,0.0017018475,0.98210955,0.00004924792,0.000060412473,0.008424065],"study_design_scores_gemma":[0.000014204517,0.0016381358,0.029040162,0.000012949133,0.000044202217,0.000060497172,0.00029650997,0.0016792956,0.9665238,0.00001974234,0.0006507056,0.00001979092],"about_ca_topic_score_codex":0.0034484628,"about_ca_topic_score_gemma":0.009109612,"teacher_disagreement_score":0.0034484628,"about_ca_system_score_codex":0.00043939578,"about_ca_system_score_gemma":0.00028820772,"threshold_uncertainty_score":0.0068567395},"labels":[],"label_agreement":null},{"id":"W3013878136","doi":"10.1680/jgein.20.00016","title":"Back-analysis of the water retention curve of a GCL on the wetting path","year":2020,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Wetting; Geosynthetics; Geosynthetic clay liner; Geotechnical engineering; Dew point; Water retention curve; Water retention; Materials science; Dew; Environmental science; Composite material; Geology; Soil science; Soil water; Thermodynamics; Hydraulic conductivity","score_opus":0.02340923713317254,"score_gpt":0.22129844760810194,"score_spread":0.1978892104749294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3013878136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91882914,0.0007847758,0.073609896,0.00008521191,0.000073537165,0.00010270875,0.0010639662,0.0016408829,0.0038098732],"genre_scores_gemma":[0.95273936,0.0008536744,0.037473213,0.00011422146,0.000030003408,0.00014535422,0.0010459104,0.00035522023,0.007243141],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937004,0.000038049842,0.000015415455,0.000097073826,0.0004263134,0.000053279902],"domain_scores_gemma":[0.9989818,0.00032882037,0.00018496554,0.00011291243,0.00033096413,0.000060637078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040286352,0.0005695017,0.0004334193,0.0016767755,0.00028638952,0.00047636553,0.0006398478,0.0003930827,0.0028195102],"category_scores_gemma":[0.00093455554,0.00020332284,0.00033587887,0.0010037702,0.0004454738,0.0005989507,0.000518405,0.0011354284,0.0010376584],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012746251,0.000042888765,0.0021267126,0.00009708828,0.000013929269,0.000078749516,0.000163642,0.00042709216,0.9702093,0.00010027621,0.00013816477,0.026474794],"study_design_scores_gemma":[0.0000054180023,0.00044741217,0.010661104,0.000012114224,0.000019545372,0.00016007402,0.00012882182,0.0044935094,0.98167694,0.000089276706,0.0022715158,0.000034338616],"about_ca_topic_score_codex":0.0016135498,"about_ca_topic_score_gemma":0.0024165486,"teacher_disagreement_score":0.0028195102,"about_ca_system_score_codex":0.00029916564,"about_ca_system_score_gemma":0.00033861044,"threshold_uncertainty_score":0.009432197},"labels":[],"label_agreement":null},{"id":"W3015338952","doi":"10.1139/cgj-2019-0851","title":"Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Clogging; Municipal solid waste; Hydraulic conductivity; Waste management; Incineration; Service life; Environmental science; Environmental engineering; Waste disposal; Geotechnical engineering; Engineering; Soil water; Soil science","score_opus":0.01568307187674284,"score_gpt":0.22289554763803063,"score_spread":0.2072124757612878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015338952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97013813,0.00020235537,0.017552033,0.00023679274,0.000032270662,0.00010271677,0.00034681658,0.0001865752,0.011202239],"genre_scores_gemma":[0.99322164,0.00009808602,0.0035493234,0.000023871733,0.000004186139,0.00006296247,0.000111627014,0.000018839108,0.0029094748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985325,0.000031932606,0.0000091505635,0.000020082392,0.0000333165,0.000052187766],"domain_scores_gemma":[0.99942374,0.00031847905,0.00008025027,0.000022061631,0.0001013742,0.000054105745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035015872,0.0005017804,0.0007281493,0.00044393857,0.0009883529,0.0009908368,0.0008540175,0.0015588639,0.0015230356],"category_scores_gemma":[0.00088309805,0.00037158892,0.000799031,0.00047108883,0.00085157977,0.0004229959,0.0005194717,0.0005598478,0.00014902964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005710231,0.00003689018,0.0018141436,0.000023401197,0.000008751003,0.00008528049,0.000039390245,0.993975,0.0024051864,0.00049321295,0.00007268206,0.0009890016],"study_design_scores_gemma":[0.000007684419,0.000029289538,0.00040438937,0.000002630852,0.000004643493,0.000008670001,0.00003308167,0.9984534,0.0008348127,0.00010349371,0.0001136939,0.000004280814],"about_ca_topic_score_codex":0.073991194,"about_ca_topic_score_gemma":0.03205742,"teacher_disagreement_score":0.073991194,"about_ca_system_score_codex":0.0022613464,"about_ca_system_score_gemma":0.0015466381,"threshold_uncertainty_score":0.14712101},"labels":[],"label_agreement":null},{"id":"W3016934791","doi":"","title":"Potential methane production and oxidation in soil reclamation covers of an oil sands mining site in Alberta, Canada","year":2015,"lang":"en","type":"article","venue":"EGUGA","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Land reclamation; Oil sands; Environmental science; Methane; Production (economics); Mining engineering; Geology; Archaeology; Geography; Chemistry","score_opus":0.009067478145479294,"score_gpt":0.20955529338835002,"score_spread":0.20048781524287074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3016934791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841905,0.00005613536,0.000052207073,0.000024853629,9.219161e-7,0.00000796136,0.00020705581,0.0000036662564,0.0012282068],"genre_scores_gemma":[0.99803644,0.00008242193,0.00012382594,0.000009565075,6.3642824e-7,0.0000030961376,0.00019144038,0.0000017168658,0.0015508358],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997869,0.000011770905,0.0000069813696,0.000024029503,0.000098029384,0.00007212272],"domain_scores_gemma":[0.9998388,0.000015761436,0.000016667092,0.0000030222843,0.000096888456,0.000028742947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013556215,0.000266262,0.00019280333,0.00090561603,0.002351221,0.00080939673,0.0006919196,0.0003139449,0.0008671411],"category_scores_gemma":[0.00022683498,0.00020773726,0.00020547913,0.0012801376,0.0004770726,0.00018575492,0.00034528677,0.00020991992,0.00012055235],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008310319,0.0002205361,0.9446415,0.00011165466,0.00009300092,0.0015111753,0.003608819,0.004661982,0.019120935,0.00033677372,0.0009080243,0.023954732],"study_design_scores_gemma":[0.000010558679,0.000047470778,0.9881485,0.000015997457,0.000025305148,0.0001089749,0.0054923003,0.0028296418,0.0020461364,0.000042448406,0.0012208109,0.000011782563],"about_ca_topic_score_codex":0.98631173,"about_ca_topic_score_gemma":0.9949567,"teacher_disagreement_score":0.013688266,"about_ca_system_score_codex":0.012302936,"about_ca_system_score_gemma":0.008169695,"threshold_uncertainty_score":0.08926445},"labels":[],"label_agreement":null},{"id":"W3018021507","doi":"10.1016/j.geotexmem.2020.03.008","title":"Geosynthetic liner integrity and stability analysis for a waste containment facility with a preferential slip plane within the liner system","year":2020,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slip (aerodynamics); Ultimate tensile strength; Geomembrane; Geosynthetics; Tensile strain; Geotechnical engineering; Environmental science; Geotextile; Containment (computer programming); Waste management; Materials science; Composite material; Engineering","score_opus":0.01944131718240648,"score_gpt":0.20213427066411374,"score_spread":0.18269295348170728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3018021507","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99051005,0.000013205399,0.008511133,0.000020073285,0.0000018930523,0.000008088913,0.00009899065,0.0000967168,0.00073984714],"genre_scores_gemma":[0.9984326,0.0000054693382,0.0011575961,0.0000020971224,5.2796594e-7,0.0000037346977,0.000068193876,0.000007084582,0.00032280333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996855,0.00004257192,0.000012852229,0.0000646397,0.00014233633,0.000052172694],"domain_scores_gemma":[0.9995005,0.00010591002,0.00015481448,0.00006421813,0.00014710645,0.000027453016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042872064,0.00035145282,0.0003847721,0.00067014,0.0005356062,0.00048066338,0.00055545795,0.0006430102,0.0017568466],"category_scores_gemma":[0.0006765907,0.00019811883,0.0004817978,0.00044750609,0.0005545452,0.0006881731,0.0003787014,0.0002908519,0.0003158558],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028711222,0.0003720614,0.03501326,0.00012105232,0.000075377866,0.000650725,0.00027765468,0.5444852,0.39039883,0.003120946,0.0006071683,0.022006638],"study_design_scores_gemma":[0.00005695851,0.0012679611,0.036302812,0.000007529649,0.00006994607,0.00014611558,0.00035562002,0.7427467,0.21802087,0.00037412363,0.000601319,0.00005006272],"about_ca_topic_score_codex":0.0050067436,"about_ca_topic_score_gemma":0.004104472,"teacher_disagreement_score":0.0050067436,"about_ca_system_score_codex":0.0010030919,"about_ca_system_score_gemma":0.0005616417,"threshold_uncertainty_score":0.009955168},"labels":[],"label_agreement":null},{"id":"W3022708091","doi":"10.1680/jgein.20.00020","title":"Thermal desiccation of geosynthetic clay liners under brine pond conditions","year":2020,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Subsoil; Water content; Bentonite; Geotechnical engineering; Geosynthetics; Desiccation; Pore water pressure; Shrinkage; Brine; Moisture; Geomembrane; Geology; Environmental science; Materials science; Composite material; Soil science; Soil water; Chemistry; Hydraulic conductivity; Botany","score_opus":0.0189330569374533,"score_gpt":0.2501604177269126,"score_spread":0.23122736078945932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022708091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99975497,0.000017931026,0.000099747864,0.0000019496053,5.6166954e-7,0.0000035728474,0.000030438327,0.000006471948,0.0000843474],"genre_scores_gemma":[0.99952817,0.000027108272,0.00019589263,0.0000021637934,3.9028126e-7,0.000004773044,0.00004773784,0.0000036048316,0.00019019241],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998871,0.000014031974,0.0000063602242,0.000027680775,0.000032522028,0.00003234316],"domain_scores_gemma":[0.99979466,0.000045471796,0.00006483384,0.000019402465,0.000032967393,0.000042591597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016507189,0.00026370102,0.0002803347,0.000143386,0.00020853007,0.00025868378,0.00021656409,0.00022430877,0.000993707],"category_scores_gemma":[0.00029111348,0.00012493289,0.00017224459,0.00014200536,0.00029042628,0.00023223311,0.0003096177,0.0002388273,0.00015551604],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002963731,0.000032554086,0.0044629565,0.00005082081,0.00000958366,0.00010002569,0.000108431894,0.0010024454,0.9926984,0.000016918999,0.000013896247,0.0012077006],"study_design_scores_gemma":[0.000025564666,0.002438387,0.07520288,0.000012128071,0.000032702166,0.00016340934,0.0003661068,0.00547239,0.91550606,0.000040089504,0.0007212124,0.000018971865],"about_ca_topic_score_codex":0.0013194751,"about_ca_topic_score_gemma":0.0027746998,"teacher_disagreement_score":0.0013194751,"about_ca_system_score_codex":0.00027840948,"about_ca_system_score_gemma":0.00014445065,"threshold_uncertainty_score":0.0033242702},"labels":[],"label_agreement":null},{"id":"W3022878223","doi":"10.11575/prism/37789","title":"An Investigation on Methane Flux in Landfills and Correlation with Surface Methane Concentration","year":2020,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Methane; Flux (metallurgy); Methane emissions; Environmental science; Environmental chemistry; Soil science; Chemistry; Organic chemistry","score_opus":0.02765294847041219,"score_gpt":0.28354930412137025,"score_spread":0.2558963556509581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022878223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984037,0.00010484165,0.0010126672,0.000011578409,0.0000025431525,0.00000788918,0.00017632157,0.000023272372,0.00025721986],"genre_scores_gemma":[0.99802506,0.0001374389,0.001362539,0.000006780662,0.0000027753015,0.000015396296,0.00026332168,0.000005816641,0.00018090347],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996735,0.000063605185,0.000018938243,0.000072631025,0.00013390418,0.000037453403],"domain_scores_gemma":[0.99931085,0.00028529516,0.00014802809,0.000044133194,0.00019179034,0.000019811776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046290708,0.00038833736,0.00058691273,0.00051392807,0.00021459576,0.00035190582,0.00019401826,0.00031877993,0.00037657487],"category_scores_gemma":[0.0008087796,0.00016399239,0.00042783166,0.0009827085,0.00024062704,0.00034226765,0.00022671327,0.00023636062,0.00012436617],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005715308,0.00026366225,0.5435467,0.00023462575,0.00010371042,0.00052725466,0.00041349838,0.0049918923,0.42494676,0.00013294502,0.00009795153,0.024169493],"study_design_scores_gemma":[0.000008450868,0.0010243204,0.78352076,0.000017882812,0.00006629353,0.00037300301,0.0008292775,0.025100658,0.18823107,0.000104169914,0.00067718525,0.000047025922],"about_ca_topic_score_codex":0.003266875,"about_ca_topic_score_gemma":0.003772878,"teacher_disagreement_score":0.003266875,"about_ca_system_score_codex":0.00017638318,"about_ca_system_score_gemma":0.00020509058,"threshold_uncertainty_score":0.006495714},"labels":[],"label_agreement":null},{"id":"W3023085017","doi":"10.1007/s10661-020-08308-z","title":"Investigation of fugitive methane and gas collection efficiency in Halton landfill in Ontario, Canada","year":2020,"lang":"en","type":"article","venue":"Environmental Monitoring and Assessment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Landfill gas; Methane; Fugitive emissions; Environmental science; Greenhouse gas; Leachate; Environmental engineering; Flame ionization detector; Natural gas; Methane gas; Municipal solid waste; Methane emissions; Extraction (chemistry); Waste management; Environmental chemistry; Gas chromatography; Chemistry; Engineering; Geology","score_opus":0.0160617327111759,"score_gpt":0.2233510895211619,"score_spread":0.207289356809986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023085017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952728,0.00008052234,0.00018132168,0.000068183625,0.0000015872166,0.00003645974,0.00047675756,0.0000122421025,0.0038700702],"genre_scores_gemma":[0.9932794,0.00012724582,0.0004376339,0.000028754139,0.0000010196823,0.000017563347,0.00031487722,0.000004939844,0.0057884506],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99943525,0.000044352113,0.000018900786,0.00006045553,0.00029270723,0.00014828135],"domain_scores_gemma":[0.9992569,0.000057118883,0.000073335104,0.000014332616,0.0005182857,0.00008000369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033575913,0.00022045286,0.00022940083,0.00095376343,0.0031087645,0.0011441065,0.0008213968,0.00031581213,0.0011050954],"category_scores_gemma":[0.0007257416,0.00025249828,0.00024029185,0.0016005351,0.0006747594,0.00031723737,0.0004960816,0.00024093168,0.00017455482],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061474595,0.00015388455,0.9411263,0.00018214044,0.000090199675,0.00074180635,0.010218565,0.0028925403,0.013770274,0.0007725779,0.0018472973,0.027589574],"study_design_scores_gemma":[0.0000073401457,0.00006703779,0.98465353,0.00001820769,0.000019265295,0.00004762285,0.008464121,0.001591717,0.0016487961,0.000032529584,0.0034371484,0.000012713247],"about_ca_topic_score_codex":0.99458766,"about_ca_topic_score_gemma":0.99838233,"teacher_disagreement_score":0.029911982,"about_ca_system_score_codex":0.029911982,"about_ca_system_score_gemma":0.021873511,"threshold_uncertainty_score":0.2170276},"labels":[],"label_agreement":null},{"id":"W3032930588","doi":"10.1139/cgj-2019-0520","title":"Longevity of 12 geomembranes in chlorinated water","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Ontario","keywords":"Geomembrane; High-density polyethylene; Polyethylene; Polyolefin; Stabilizer (aeronautics); Linear low-density polyethylene; Degradation (telecommunications); Materials science; Composite material; Environmental science; Engineering; Structural engineering","score_opus":0.015901507197341045,"score_gpt":0.201688907985289,"score_spread":0.18578740078794795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3032930588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915993,0.00028251042,0.000278552,0.000010958589,0.0000069256616,0.000006837563,0.00010517943,0.000014664603,0.00013444817],"genre_scores_gemma":[0.997761,0.0003171189,0.00073019916,0.000010442406,0.0000037509117,0.00001428795,0.0002133395,0.000009586184,0.0009400856],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995702,0.000055880002,0.000046681565,0.0001079533,0.00011780554,0.00010137416],"domain_scores_gemma":[0.9993994,0.00008232383,0.00016673683,0.000054520973,0.00021205642,0.00008483587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056482194,0.0004837764,0.00046727815,0.00026761164,0.00032747563,0.00046024908,0.00030325574,0.00054177374,0.00084393646],"category_scores_gemma":[0.00077236415,0.00019939576,0.00036665596,0.00034015861,0.00025383456,0.0005722217,0.00040290251,0.00042371044,0.00019583615],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036497135,0.00003912668,0.0013664261,0.000094757816,0.000023118078,0.00006188949,0.00016281406,0.00023203656,0.9950519,0.000023690718,0.000025302157,0.0025539196],"study_design_scores_gemma":[0.000007282773,0.0013645814,0.008484892,0.000013970666,0.000051511335,0.00007088411,0.00018859755,0.00033061692,0.98864204,0.000011699789,0.00081784395,0.000015980859],"about_ca_topic_score_codex":0.0022586982,"about_ca_topic_score_gemma":0.0027643824,"teacher_disagreement_score":0.0022586982,"about_ca_system_score_codex":0.00044133223,"about_ca_system_score_gemma":0.00029735145,"threshold_uncertainty_score":0.0044911504},"labels":[],"label_agreement":null},{"id":"W3034049869","doi":"10.1007/s13762-020-02774-1","title":"Baseline soil characterisation of active landfill sites for future restoration and development in the state of Kuwait","year":2020,"lang":"en","type":"article","venue":"International Journal of Environmental Science and Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Kuwait Institute for Scientific Research","keywords":"Leachate; Environmental science; Pollutant; Contamination; Waste management; Baseline (sea); Hydraulic conductivity; Soil contamination; Heavy metals; Environmental engineering; Soil water; Environmental chemistry; Engineering; Geology; Soil science; Chemistry","score_opus":0.010940473371838661,"score_gpt":0.23471167410249927,"score_spread":0.22377120073066062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034049869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99735093,0.00005240019,0.00021389527,0.00001249877,0.0000011278174,0.00002739716,0.001388665,0.000014593741,0.00093855325],"genre_scores_gemma":[0.9978175,0.000048421804,0.00040878175,0.0000053846406,0.0000013280252,0.000025878535,0.0013784942,0.0000030916228,0.00031104527],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99965525,0.00004675157,0.000038450926,0.000056843637,0.000081602535,0.00012103869],"domain_scores_gemma":[0.9996643,0.000021740409,0.000074542724,0.000025836342,0.00017681379,0.000036638008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035325735,0.00046442306,0.00037884642,0.0015963726,0.0009247556,0.0011538002,0.00046744122,0.0005055806,0.0010898889],"category_scores_gemma":[0.00039859134,0.00024225176,0.000356699,0.0023326098,0.00039429532,0.00061648194,0.0006619775,0.00016504766,0.00038358237],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090636866,0.00035516015,0.9241453,0.00024118883,0.000115932555,0.0007664761,0.002229281,0.007392808,0.037207745,0.00030978682,0.0005957384,0.025734136],"study_design_scores_gemma":[0.000008371406,0.0001194162,0.99250984,0.000021416985,0.00004372041,0.000120554854,0.0020151467,0.0020853872,0.002089517,0.00004512223,0.00093171967,0.000009716522],"about_ca_topic_score_codex":0.16165346,"about_ca_topic_score_gemma":0.32442787,"teacher_disagreement_score":0.16165346,"about_ca_system_score_codex":0.0017010884,"about_ca_system_score_gemma":0.001493495,"threshold_uncertainty_score":0.32142508},"labels":[],"label_agreement":null},{"id":"W3035462031","doi":"10.5752/p.2318-2962.2020v30n61p272","title":"Permeabilidade do solo em área de aterro sanitário","year":2020,"lang":"pt","type":"article","venue":"Caderno de Geografia","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Humanities; Geomorphology; Geology; Art","score_opus":0.01924184295822865,"score_gpt":0.23544849478232002,"score_spread":0.21620665182409138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035462031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99307126,0.00079626666,0.0034499383,0.00006732206,0.000016792597,0.000022454056,0.00017869739,0.000060640294,0.0023365398],"genre_scores_gemma":[0.9928098,0.00086607644,0.0027032169,0.00003074548,0.0000063907196,0.0000321618,0.00019146105,0.000023930359,0.0033361847],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996723,0.00003844267,0.000015563113,0.00009674242,0.00012696884,0.00004998854],"domain_scores_gemma":[0.9996196,0.00009993725,0.00010047116,0.000022763885,0.00012976996,0.00002739686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027245862,0.00039086703,0.0003668028,0.00036469838,0.00034671655,0.0008110811,0.0002902541,0.00044749113,0.0017849589],"category_scores_gemma":[0.0004620494,0.0002719339,0.0003781003,0.00034641588,0.00033293516,0.0006604868,0.00042530344,0.00033369433,0.0003434396],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007354576,0.000010584172,0.001595785,0.000096948286,0.000009560936,0.000064019594,0.0001065053,0.00038992267,0.9953827,0.00009406637,0.000026869677,0.0021493055],"study_design_scores_gemma":[0.000008858548,0.00071821484,0.0154331075,0.00002960813,0.000043380656,0.00027274873,0.00055928493,0.003982177,0.97329694,0.00019344027,0.0054386044,0.000023747347],"about_ca_topic_score_codex":0.0024124447,"about_ca_topic_score_gemma":0.0031369913,"teacher_disagreement_score":0.0024124447,"about_ca_system_score_codex":0.0005485101,"about_ca_system_score_gemma":0.0003350705,"threshold_uncertainty_score":0.005971253},"labels":[],"label_agreement":null},{"id":"W3037403870","doi":"10.1061/(asce)hz.2153-5515.0000535","title":"Effect of Soil Type and Vegetation on the Performance of Evapotranspirative Landfill Biocovers: Field Investigations and Water Balance Modeling","year":2020,"lang":"en","type":"article","venue":"Journal of Hazardous Toxic and Radioactive Waste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Saskatchewan; University of Calgary","funders":"","keywords":"Lysimeter; Topsoil; Environmental science; Water balance; Vegetation (pathology); Hydrology (agriculture); Evapotranspiration; Percolation (cognitive psychology); Agronomy; Soil science; Soil water; Geology; Ecology; Geotechnical engineering","score_opus":0.01169307003196594,"score_gpt":0.21738475535701438,"score_spread":0.20569168532504845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037403870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946195,0.000018496667,0.00029714065,0.0000034775192,5.730899e-7,0.000006200288,0.00008269685,0.000014089959,0.000115314135],"genre_scores_gemma":[0.99918336,0.000034553046,0.000548857,0.0000024270275,3.5368805e-7,0.0000051947222,0.00011142049,0.0000028806937,0.00011099393],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982893,0.000017437464,0.000010179052,0.00004719313,0.0000550833,0.00004118555],"domain_scores_gemma":[0.9996995,0.000110744244,0.000053432843,0.000023623646,0.00007984981,0.00003298523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050805433,0.00038942823,0.00029560574,0.0003252553,0.00038206912,0.00043805814,0.00047955796,0.00022440759,0.00031677377],"category_scores_gemma":[0.00039821476,0.00018062447,0.00025119397,0.0005011535,0.00042124387,0.000350396,0.00015695287,0.00019538963,0.000055724428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030931549,0.00068876956,0.37532362,0.00025597887,0.00011244049,0.00019754539,0.0004054253,0.20200978,0.37736195,0.00022966157,0.00025404885,0.04006762],"study_design_scores_gemma":[0.000081081314,0.0015067947,0.45989728,0.000011273651,0.00012246183,0.00006452306,0.0004552084,0.25628024,0.28060588,0.00014996913,0.0007703118,0.00005496831],"about_ca_topic_score_codex":0.21595936,"about_ca_topic_score_gemma":0.37078595,"teacher_disagreement_score":0.21595936,"about_ca_system_score_codex":0.0026129794,"about_ca_system_score_gemma":0.0010676638,"threshold_uncertainty_score":0.42940468},"labels":[],"label_agreement":null},{"id":"W3038124466","doi":"10.1061/(asce)gt.1943-5606.0002239","title":"Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture","year":2020,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":95,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotechnical engineering; Geosynthetics; Geosynthetic clay liner; High-density polyethylene; Terzaghi's principle; Materials science; Hydraulic conductivity; Cracking; Service life; Subgrade; Composite material; Polyethylene; Environmental science; Geology; Pore water pressure; Soil water; Soil science","score_opus":0.004486710234964107,"score_gpt":0.15138243156061873,"score_spread":0.14689572132565462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3038124466","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007671953,0.34863666,0.014328155,0.18258636,0.1732338,0.00013074266,0.0006321738,0.0010697513,0.27171046],"genre_scores_gemma":[0.045783427,0.16553985,0.0073612104,0.008250166,0.03370429,0.000100826175,0.00035508318,0.00052286015,0.73838234],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988123,0.00016684576,0.000056039287,0.0002810928,0.00048164144,0.00020207986],"domain_scores_gemma":[0.99886477,0.00016105604,0.00006518837,0.00006774052,0.0004138584,0.00042740634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002507311,0.0021702524,0.0009854819,0.0016691786,0.00092519756,0.003022728,0.00088020734,0.0022809608,0.03338223],"category_scores_gemma":[0.0017243837,0.00049355323,0.00079784676,0.00061212474,0.0013586405,0.0028766282,0.002642046,0.0051970645,0.028326834],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025991484,0.00016445926,0.00047454535,0.0005139217,0.000032431388,0.0002360923,0.00040439982,0.0012861382,0.0034616005,0.01501236,0.8057849,0.1723693],"study_design_scores_gemma":[0.000008775805,0.00009465126,0.00060905184,0.00030027883,0.000011541895,0.00020035835,0.00018005454,0.00035940422,0.0012670197,0.0025383905,0.9944127,0.00001767933],"about_ca_topic_score_codex":0.0017706057,"about_ca_topic_score_gemma":0.001722992,"teacher_disagreement_score":0.03338223,"about_ca_system_score_codex":0.0022620244,"about_ca_system_score_gemma":0.002329629,"threshold_uncertainty_score":0.111674726},"labels":[],"label_agreement":null},{"id":"W3040036401","doi":"10.1016/j.geotexmem.2020.05.001","title":"Self-healing of circular and slit defects in GCLs upon hydration from silty sand under applied stress","year":2020,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Government of Ontario","keywords":"Geotextile; Geosynthetic clay liner; Materials science; Slit; Hydraulic conductivity; Stress (linguistics); Composite material; Geosynthetics; Geotechnical engineering; Optics; Soil water; Geology","score_opus":0.009119924606642231,"score_gpt":0.19470566186777336,"score_spread":0.18558573726113112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040036401","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991447,0.00006317796,0.00029921284,0.000012022325,0.0000054367915,0.0000046576442,0.000054716395,0.000019012277,0.0003969803],"genre_scores_gemma":[0.9992161,0.000024592784,0.00017560383,0.0000070879987,7.9705234e-7,0.000004015048,0.00004856006,0.000004485633,0.00051870756],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99990165,0.0000049603686,0.000004921879,0.000017011856,0.000032662967,0.0000388017],"domain_scores_gemma":[0.9998266,0.000036535228,0.000049027884,0.00001860216,0.00003345395,0.000035810433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010228004,0.00011477741,0.00011095071,0.00014291044,0.000184098,0.00023934955,0.00019242887,0.00025949575,0.0017608971],"category_scores_gemma":[0.000256354,0.00010781377,0.00010593203,0.00014654499,0.000395641,0.00019103271,0.00018279575,0.0003185755,0.00012688152],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001609086,0.000019656633,0.0008080576,0.00006026878,0.000007240186,0.0002126436,0.00026611952,0.0009885988,0.9954932,0.0002458848,0.000097746335,0.0016397142],"study_design_scores_gemma":[0.00001604591,0.00015015896,0.013493804,0.000013759682,0.0000125240085,0.00011644267,0.0005902319,0.005870854,0.97816604,0.000107034735,0.0014467506,0.000016395614],"about_ca_topic_score_codex":0.0023325933,"about_ca_topic_score_gemma":0.0044541587,"teacher_disagreement_score":0.0023325933,"about_ca_system_score_codex":0.00022753746,"about_ca_system_score_gemma":0.00016868493,"threshold_uncertainty_score":0.0058907866},"labels":[],"label_agreement":null},{"id":"W3040813920","doi":"10.1139/cgj-2019-0809","title":"Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Geosynthetic clay liner; Diffusion; Sodium; Polymer; Polyacrylic acid; Chloride; Hydraulic conductivity; Chemistry; Materials science; Chemical engineering; Composite material; Geotechnical engineering; Geology; Soil science; Soil water; Thermodynamics; Organic chemistry","score_opus":0.018186214312986858,"score_gpt":0.2190080948719229,"score_spread":0.20082188055893604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040813920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982895,0.00021685878,0.0010120302,0.00002314526,0.000005089729,0.000009641362,0.00005705368,0.000016753656,0.0003698244],"genre_scores_gemma":[0.9955317,0.00037366358,0.002246414,0.000016007842,0.000002811403,0.000011146674,0.00009456331,0.000011290402,0.0017123048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998659,0.000017849463,0.000008479516,0.000038638504,0.00003757092,0.000031556167],"domain_scores_gemma":[0.9998418,0.000039149578,0.000043589836,0.000007851825,0.00004565018,0.000021840993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018939063,0.00032991735,0.00019101413,0.00014040057,0.00016484887,0.00038335443,0.00023310875,0.00021976032,0.0003485273],"category_scores_gemma":[0.0002532073,0.00013092539,0.00016867061,0.00010420975,0.0001980769,0.00030924098,0.00016796715,0.0003237243,0.00008727666],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022801287,0.000004099262,0.00015176892,0.000016651658,0.0000016677459,0.000010529427,0.00002286932,0.00008695265,0.9992636,0.000026749567,0.0000057918783,0.0003865867],"study_design_scores_gemma":[0.000006996405,0.00017174572,0.00184381,0.0000050214794,0.000008458088,0.000029037452,0.00004942825,0.0018780031,0.99539316,0.000027440872,0.0005789124,0.000008039299],"about_ca_topic_score_codex":0.012497705,"about_ca_topic_score_gemma":0.014419912,"teacher_disagreement_score":0.012497705,"about_ca_system_score_codex":0.00063668255,"about_ca_system_score_gemma":0.00038467805,"threshold_uncertainty_score":0.024849892},"labels":[],"label_agreement":null},{"id":"W3041107683","doi":"10.1016/j.wasman.2020.06.033","title":"Control and estimation of maximum gas pressure below landfill cover with horizontal gas wells: Analytical study","year":2020,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Fundamental Research Funds for the Central Universities; Shanghai Shuguang Program; China Scholarship Council; Shanghai Municipal Education Commission; National Natural Science Foundation of China; Canada Research Chairs","keywords":"Landfill gas; Environmental science; Atmospheric pressure; Petroleum engineering; Homogeneity (statistics); Gas pressure; Extraction (chemistry); Permeability (electromagnetism); Environmental engineering; Municipal solid waste; Waste management; Engineering; Geology; Chemistry","score_opus":0.006939741141547702,"score_gpt":0.20276317665695842,"score_spread":0.19582343551541073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041107683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97671187,0.0001594752,0.022137372,0.0000263077,0.0000043938376,0.000012595793,0.000046336736,0.00004651814,0.00085521734],"genre_scores_gemma":[0.99755895,0.000042937867,0.002204132,0.0000018871881,0.000002042324,0.0000039914144,0.000015291656,0.0000020823413,0.00016877182],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962175,0.00008579294,0.000012660761,0.00007516753,0.00015637792,0.000048312315],"domain_scores_gemma":[0.9992054,0.00050969014,0.000103148195,0.00004453988,0.000121730845,0.000015440339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045861292,0.00026647557,0.0002349393,0.00035376407,0.00024934305,0.0003699372,0.00040403617,0.00031502458,0.00031853904],"category_scores_gemma":[0.00088629837,0.00019201994,0.00019035106,0.0004326255,0.00034372392,0.00037718835,0.00018302753,0.00016684023,0.00005226149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013591944,0.00043805238,0.07588605,0.0002748434,0.000058594767,0.00023662725,0.00029962166,0.07384398,0.7677564,0.0012560283,0.00025018025,0.07834038],"study_design_scores_gemma":[0.00002389769,0.00094489084,0.04500699,0.0000095760515,0.00006494783,0.00013314286,0.0003884388,0.3947404,0.5572513,0.00051157095,0.00088979595,0.000034966994],"about_ca_topic_score_codex":0.003981315,"about_ca_topic_score_gemma":0.003246175,"teacher_disagreement_score":0.003981315,"about_ca_system_score_codex":0.00028278178,"about_ca_system_score_gemma":0.00031411467,"threshold_uncertainty_score":0.007916272},"labels":[],"label_agreement":null},{"id":"W3044515241","doi":"10.31025/2611-4135/2020.13972","title":"FREDERIC-BACK PARK, MONTREAL, CANADA: HOW 40 MILLION TONNES OF SOLID WASTE SUPPORT A PUBLIC PARK","year":2020,"lang":"en","type":"article","venue":"Detritus","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Parks Canada","funders":"","keywords":"Population; Municipal solid waste; Leachate; Plan (archaeology); Environmental planning; Environmental protection; Engineering; Waste management; Geography; Civil engineering; Archaeology","score_opus":0.021764788619310183,"score_gpt":0.2031463416747863,"score_spread":0.1813815530554761,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044515241","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15093482,0.02266916,0.007701665,0.13149352,0.0034425324,0.00084814866,0.0032244837,0.0011079962,0.67857766],"genre_scores_gemma":[0.42980704,0.014056612,0.010247245,0.007850125,0.0002619476,0.00015194883,0.0018035865,0.0004488861,0.5353727],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9988174,0.00011178543,0.000017953755,0.000101326405,0.00044857897,0.00050299015],"domain_scores_gemma":[0.9988776,0.000036170386,0.00002303552,0.00003497239,0.0004662387,0.00056211755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089179224,0.00079405593,0.00020705347,0.0011707296,0.016128732,0.009120477,0.0018750874,0.0016154721,0.028157359],"category_scores_gemma":[0.0014867301,0.00041684465,0.00046175238,0.0017118035,0.004227858,0.0033347635,0.003170575,0.0017837911,0.0030165724],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010531894,0.00026897338,0.016593633,0.0005461533,0.000048908867,0.003931396,0.021768285,0.0019074752,0.004586059,0.0637547,0.58873236,0.29775682],"study_design_scores_gemma":[0.000017182476,0.000058918067,0.009689915,0.0003040611,0.000021667594,0.00043116254,0.024830945,0.0002936678,0.00063008064,0.002668563,0.96099025,0.00006350054],"about_ca_topic_score_codex":0.96924096,"about_ca_topic_score_gemma":0.99417347,"teacher_disagreement_score":0.04432674,"about_ca_system_score_codex":0.04432674,"about_ca_system_score_gemma":0.07567413,"threshold_uncertainty_score":0.3216145},"labels":[],"label_agreement":null},{"id":"W3047771242","doi":"","title":"Hydrogeophysical investigation of contaminant distribution at a closed landfill in southwestern ontario, canada","year":2013,"lang":"en","type":"article","venue":"Scholarship at UWindsor (University of Windsor)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Distribution (mathematics); Environmental science; Hydrology (agriculture); Geology; Water resource management; Geotechnical engineering; Mathematics","score_opus":0.007846404578383502,"score_gpt":0.16173968323713134,"score_spread":0.15389327865874783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3047771242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983827,0.000024757415,0.00019462855,0.00003748865,5.258462e-7,0.00001065748,0.00036806578,0.0000108756,0.00097032095],"genre_scores_gemma":[0.99844235,0.000038071263,0.0001986001,0.000008276804,4.370702e-7,0.00000452152,0.00018923321,0.0000022412069,0.0011162843],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986255,0.0000069132097,0.0000044766084,0.000021739868,0.00006028018,0.00004396947],"domain_scores_gemma":[0.9998141,0.0000160549,0.000026971209,0.000008216165,0.00009608993,0.00003870554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000075896874,0.0001499732,0.00013606812,0.00073202286,0.0016523155,0.0006627508,0.00039233433,0.00020244595,0.0010470888],"category_scores_gemma":[0.000324127,0.00016705864,0.000114106275,0.0012162131,0.00070737296,0.00023967886,0.00041867854,0.00015179184,0.00010911302],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020582833,0.000118664975,0.93475276,0.00008450973,0.000043098687,0.0016845054,0.0063964305,0.0066443156,0.020762937,0.0007230779,0.00097222015,0.027611505],"study_design_scores_gemma":[0.000007977984,0.00005200196,0.9802002,0.000017846443,0.00001563617,0.00011934147,0.006614413,0.0081107635,0.0020960798,0.000121526646,0.0026248228,0.000019427003],"about_ca_topic_score_codex":0.97247666,"about_ca_topic_score_gemma":0.9906317,"teacher_disagreement_score":0.027523339,"about_ca_system_score_codex":0.01150572,"about_ca_system_score_gemma":0.007800599,"threshold_uncertainty_score":0.08348024},"labels":[],"label_agreement":null},{"id":"W3080754239","doi":"10.1016/j.geotexmem.2020.08.001","title":"Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients","year":2020,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council; University of Sydney","keywords":"Geosynthetic clay liner; Distilled water; Desiccation; Bentonite; Hydraulic conductivity; Materials science; Composite material; Polymer; Brine; Geotechnical engineering; Chemistry; Environmental science; Chromatography; Botany; Soil science; Geology; Soil water","score_opus":0.008489984130088795,"score_gpt":0.2133486679374803,"score_spread":0.2048586838073915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3080754239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998468,0.00026403592,0.0002378662,0.000022240063,0.000020026991,0.0000103168395,0.00007176676,0.00001993594,0.0008859582],"genre_scores_gemma":[0.99847585,0.00018666171,0.00033902988,0.000021567515,0.000007635115,0.0000053776794,0.00007064012,0.00001559561,0.0008775528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980086,0.000040832067,0.000018339611,0.00004633074,0.00003292917,0.00006076254],"domain_scores_gemma":[0.9993981,0.00023107421,0.0001285923,0.000046677804,0.00009600306,0.00009958054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032477133,0.00029921127,0.00024863324,0.00018399533,0.00019810637,0.00032090774,0.000305505,0.0003503693,0.004403308],"category_scores_gemma":[0.00089354266,0.00016619974,0.0002052547,0.00021977897,0.0003954472,0.00035861917,0.00019867896,0.00056416256,0.0003522614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0052719214,0.00016757853,0.0005667579,0.00027434286,0.000047555448,0.00020741258,0.00018835433,0.0010870898,0.98731065,0.000107308995,0.000093127695,0.0046779388],"study_design_scores_gemma":[0.00003828404,0.0018157781,0.0022180793,0.000011632215,0.000035994963,0.000033030832,0.00006991048,0.00109145,0.99401605,0.000012542951,0.00064430357,0.00001293215],"about_ca_topic_score_codex":0.0010402342,"about_ca_topic_score_gemma":0.0014714769,"teacher_disagreement_score":0.004403308,"about_ca_system_score_codex":0.00019345614,"about_ca_system_score_gemma":0.00021820088,"threshold_uncertainty_score":0.014730573},"labels":[],"label_agreement":null},{"id":"W3082874073","doi":"10.1139/cgj-2019-0722","title":"One-dimensional (1D) immediate compression and creep in large particle-sized tire-derived aggregate (TDA) for leachate collection and removal systems (LCRSs)","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Creep; Void (composites); Void ratio; Materials science; Compressive strength; Geotechnical engineering; Compression (physics); Leachate; Geosynthetics; Composite material; Aggregate (composite); Volume (thermodynamics); Waste management; Geology; Engineering","score_opus":0.020758088290231607,"score_gpt":0.2254392568427489,"score_spread":0.2046811685525173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082874073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979377,0.00025854798,0.001165016,0.00001560815,0.000003938921,0.000014024572,0.00006752711,0.000023943554,0.0005137058],"genre_scores_gemma":[0.99786264,0.00027674632,0.0012933303,0.000011342984,0.0000025974937,0.000014041436,0.00006145653,0.0000044310523,0.00047346464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983907,0.000008482144,0.0000070496776,0.000018590368,0.000100850746,0.00002595004],"domain_scores_gemma":[0.9998541,0.000046171594,0.00003422038,0.000013468941,0.000036227437,0.000015863769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022777535,0.00018340819,0.00020481875,0.00028253088,0.0003401137,0.00033768895,0.00020970247,0.00019922186,0.000795813],"category_scores_gemma":[0.00027061382,0.00013954756,0.00023258745,0.0003376038,0.00040470326,0.0003243375,0.00029298908,0.00029973147,0.000076299395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021274878,0.00012969822,0.007539295,0.0001445385,0.000012405142,0.00012853951,0.00019931023,0.007425715,0.96521163,0.00016497844,0.00007574146,0.018755348],"study_design_scores_gemma":[0.00002209443,0.0013721492,0.07146357,0.0000136905655,0.00003494225,0.00028665803,0.00036406372,0.015982434,0.90877306,0.00010538955,0.0015479467,0.000033910754],"about_ca_topic_score_codex":0.013855287,"about_ca_topic_score_gemma":0.04453444,"teacher_disagreement_score":0.013855287,"about_ca_system_score_codex":0.0006630029,"about_ca_system_score_gemma":0.000571402,"threshold_uncertainty_score":0.027549267},"labels":[],"label_agreement":null},{"id":"W3088771603","doi":"10.1007/s10311-020-01100-y","title":"Municipal solid waste management and landfilling technologies: a review","year":2020,"lang":"en","type":"review","venue":"Environmental Chemistry Letters","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1073,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Leachate; Waste management; Municipal solid waste; Bioreactor landfill; Incineration; Land reclamation; Environmental science; Resource recovery; Landfill gas; Population; Waste treatment; Environmental engineering; Energy recovery; Mechanical biological treatment; Hazardous waste; Waste disposal; Mobile incinerator; Waste collection; Engineering; Wastewater","score_opus":0.015511443592616877,"score_gpt":0.2496452908430443,"score_spread":0.2341338472504274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3088771603","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000053702282,0.9994615,0.00004203034,0.00009779283,0.00010438375,0.0000022789072,0.000014114981,0.0000028353345,0.00022130941],"genre_scores_gemma":[0.00024029589,0.9993218,0.000080631864,0.000099170655,0.000097036565,0.00000254347,0.000017782742,5.722777e-7,0.00014019503],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99960655,0.00005388061,0.00007275121,0.000075409356,0.00014982717,0.000041595147],"domain_scores_gemma":[0.999106,0.00039297488,0.00020808603,0.0000208264,0.00021097502,0.00006122836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011175222,0.0012748733,0.002331048,0.004465899,0.0002877347,0.0016955562,0.0011558293,0.0016669163,0.0044359146],"category_scores_gemma":[0.0014815284,0.00048661217,0.0008576032,0.007091337,0.00059281,0.0021521593,0.0010954135,0.0014622541,0.001560543],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102074984,0.00010417493,0.00023483123,0.055279016,0.00019849463,0.00014134118,0.00005949956,0.0004986291,0.0018768162,0.0021438512,0.031418867,0.9079423],"study_design_scores_gemma":[0.00003141888,0.00017928705,0.0011387296,0.00925222,0.00052593753,0.0006314234,0.000107037275,0.00013733415,0.0005295636,0.0012393928,0.9861914,0.00003644286],"about_ca_topic_score_codex":0.002079759,"about_ca_topic_score_gemma":0.004990766,"teacher_disagreement_score":0.004465899,"about_ca_system_score_codex":0.0007852763,"about_ca_system_score_gemma":0.0027743513,"threshold_uncertainty_score":0.014839649},"labels":[],"label_agreement":null},{"id":"W3089087403","doi":"10.3390/min10100846","title":"Geochemical Modeling Applied in Waste Disposal, and Its Relevance for Municipal Solid Waste Management","year":2020,"lang":"en","type":"article","venue":"Minerals","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Municipal solid waste; Incineration; Waste management; Environmental science; Waste disposal; Environmental planning; Engineering","score_opus":0.027476686312150493,"score_gpt":0.2544604687721091,"score_spread":0.2269837824599586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3089087403","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031718258,0.10336528,0.80850756,0.005657387,0.00084913056,0.00019905705,0.0015088056,0.000810907,0.047383618],"genre_scores_gemma":[0.4496695,0.28698334,0.24507748,0.0009470577,0.0008421237,0.0005186788,0.0018230197,0.00050152984,0.013637287],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993272,0.00029796205,0.00006970268,0.00007502365,0.00019372145,0.000036431342],"domain_scores_gemma":[0.99933165,0.00035247792,0.00007949074,0.000051449122,0.00016932427,0.000015625243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000995893,0.0008122478,0.00080793194,0.0014217828,0.00054477766,0.0021050621,0.0009124533,0.0014558759,0.0013186547],"category_scores_gemma":[0.0020255423,0.000326093,0.0011754043,0.004202675,0.0006144324,0.0015778616,0.0010636176,0.00086403795,0.00086677144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054995246,0.00012972554,0.005705563,0.0029005178,0.00018214,0.00034057512,0.0003201715,0.6426526,0.008584772,0.12750834,0.0067208116,0.20489983],"study_design_scores_gemma":[0.00001547711,0.00011231251,0.0023455569,0.0010427978,0.000109316745,0.00029039723,0.0004515358,0.7456917,0.0077213943,0.09844959,0.14369723,0.000072687566],"about_ca_topic_score_codex":0.0064025284,"about_ca_topic_score_gemma":0.0048673414,"teacher_disagreement_score":0.0064025284,"about_ca_system_score_codex":0.0009006642,"about_ca_system_score_gemma":0.0018204431,"threshold_uncertainty_score":0.012730539},"labels":[],"label_agreement":null},{"id":"W3091436045","doi":"","title":"LABORATORY SCALE EVALUATION OF THE FEASIBILITY OF USING GUANIDINIUM SALTS AS A MEANS OF INSITU SOIL STRENGTHENING FOR WEAK CLAYS","year":2020,"lang":"en","type":"dissertation","venue":"University Library (University of Saskatchewan)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Scale (ratio); Environmental chemistry; Environmental science; Chemistry; Geography; Cartography","score_opus":0.02238029131695087,"score_gpt":0.22344648153535265,"score_spread":0.20106619021840177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091436045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99686474,0.000165612,0.0013929155,0.00005269022,0.00002018928,0.00019486934,0.00024856112,0.00003254616,0.0010277823],"genre_scores_gemma":[0.98945355,0.00046765868,0.007419938,0.000049423317,0.000012745091,0.00016076857,0.00036604767,0.000014506627,0.0020552722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994998,0.00011746317,0.00004732842,0.00010882023,0.00013360466,0.00009302112],"domain_scores_gemma":[0.9992367,0.00018069109,0.00015884188,0.00009178661,0.00024037786,0.000091668335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009401131,0.00045123554,0.00023356303,0.00018310957,0.00034766798,0.0005110908,0.00073990284,0.00050230726,0.0008075613],"category_scores_gemma":[0.0007870766,0.00014085649,0.0002798644,0.00017824768,0.00047537778,0.00029894552,0.00037922256,0.0006255163,0.00023579228],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005263217,0.001459029,0.0013879711,0.00015596785,0.000018849367,0.00005202978,0.00008434128,0.0011192008,0.9912617,0.00007022811,0.00009834143,0.0037659244],"study_design_scores_gemma":[0.0000597309,0.011199706,0.0033108192,0.000011206965,0.000043473767,0.00003647292,0.00011536504,0.0014467905,0.9828232,0.000025870499,0.0009151095,0.0000122417405],"about_ca_topic_score_codex":0.006616026,"about_ca_topic_score_gemma":0.009972561,"teacher_disagreement_score":0.006616026,"about_ca_system_score_codex":0.00045609695,"about_ca_system_score_gemma":0.00062875374,"threshold_uncertainty_score":0.013155043},"labels":[],"label_agreement":null},{"id":"W3093465252","doi":"10.1007/s12649-020-01276-y","title":"Mitigation of CO2, CH4 and N2O from Acidic Clayey Soil Amended with Fertilizer Pellets Based on Alkaline Organic Residues","year":2020,"lang":"en","type":"article","venue":"Waste and Biomass Valorization","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agriculture and Agri-Food Canada; Université du Québec en Abitibi-Témiscamingue","funders":"Mitacs; Canada Research Chairs","keywords":"Chemistry; Pellets; Chicken manure; Manure; Nitrogen; Soil conditioner; Fertilizer; Environmental chemistry; Soil pH; Carbon dioxide; Agronomy; Soil water; Environmental science; Soil science","score_opus":0.010552965980375738,"score_gpt":0.19414627863899295,"score_spread":0.1835933126586172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093465252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918383,0.000112437694,0.00015599372,0.000013734039,0.000010214372,0.000011209161,0.0001293755,0.000004752345,0.0003784153],"genre_scores_gemma":[0.99872905,0.00015373845,0.0002379976,0.000011865803,0.0000031130862,0.00000953365,0.000120629265,0.0000025139354,0.00073166884],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998004,0.000022460681,0.000018217856,0.000040973257,0.000059372105,0.00005856674],"domain_scores_gemma":[0.99988914,0.000022343755,0.000022623808,0.000004522919,0.000035628207,0.000025688578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018631671,0.00047818013,0.00031838176,0.00027106103,0.0002499009,0.00037618182,0.00027924503,0.00045475116,0.00086658815],"category_scores_gemma":[0.00018610968,0.00012989501,0.00033869437,0.00021869052,0.0001774867,0.00024667036,0.00022796416,0.00030374707,0.000115035225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008373988,0.0000672819,0.0016086393,0.00012117086,0.000022684453,0.00010049864,0.00002875964,0.00050104293,0.9947531,0.000032117983,0.00002797341,0.0018992843],"study_design_scores_gemma":[0.00004045094,0.0015012976,0.013316804,0.000016172733,0.00006359914,0.00006395317,0.00019984732,0.0013111557,0.98242074,0.000044743996,0.0010077053,0.000013628875],"about_ca_topic_score_codex":0.007970873,"about_ca_topic_score_gemma":0.017039655,"teacher_disagreement_score":0.007970873,"about_ca_system_score_codex":0.000504604,"about_ca_system_score_gemma":0.00051181886,"threshold_uncertainty_score":0.015848935},"labels":[],"label_agreement":null},{"id":"W3094809595","doi":"10.1016/j.geotexmem.2020.09.002","title":"Examining metal migration through geotextiles during dewatering","year":2020,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Filtration (mathematics); Dewatering; Effluent; Flocculation; Filter cake; Geotextile; Particulates; Sediment; Environmental engineering; Contamination; Filter (signal processing); Chemistry; Environmental science; Pulp and paper industry; Geotechnical engineering; Geology","score_opus":0.023780997863796977,"score_gpt":0.2020352129214084,"score_spread":0.17825421505761144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094809595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987011,0.000020110298,0.0003262336,0.000007337114,0.0000022769086,0.000010754241,0.000056574183,0.000004715925,0.0008710305],"genre_scores_gemma":[0.99641836,0.000069062335,0.0005686852,0.000008986786,0.0000015609784,0.000013205854,0.00011572351,0.0000064063984,0.002798052],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985874,0.000016705457,0.0000052420974,0.00003431446,0.00003076562,0.000054201715],"domain_scores_gemma":[0.9998047,0.00005223283,0.000045502442,0.000015019631,0.000065928194,0.00001670339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019811184,0.000311786,0.00023297298,0.0005320832,0.0008015801,0.0005406051,0.00031262028,0.0006070015,0.0017773067],"category_scores_gemma":[0.00045682598,0.00016791688,0.00029682604,0.0005504639,0.0002895733,0.00072736037,0.00045657545,0.00040071804,0.0004084829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006284219,0.0007052124,0.26628298,0.00028330856,0.000087911816,0.0009439278,0.005440095,0.0075322944,0.6575589,0.00075946114,0.00040115073,0.05372053],"study_design_scores_gemma":[0.000072794304,0.0039204773,0.62440413,0.00004282357,0.00011526066,0.00034437826,0.015644072,0.013280854,0.3350515,0.0005626291,0.006500451,0.00006058641],"about_ca_topic_score_codex":0.016851336,"about_ca_topic_score_gemma":0.027437052,"teacher_disagreement_score":0.016851336,"about_ca_system_score_codex":0.00044273792,"about_ca_system_score_gemma":0.0003428988,"threshold_uncertainty_score":0.033506513},"labels":[],"label_agreement":null},{"id":"W3096361020","doi":"10.1130/abs/2020am-352316","title":"MODELING GROUNDWATER RECHARGE IN A CHANGING CRYOSPHERE","year":2020,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Groundwater recharge; Cryosphere; Groundwater; Groundwater model; Hydrology (agriculture); Environmental science; Geology; Computer science; Climatology; Aquifer; Geotechnical engineering","score_opus":0.028419900787104057,"score_gpt":0.2359228567869979,"score_spread":0.20750295599989385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3096361020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933843,0.00007232387,0.0022131812,0.00063503894,0.00003822437,0.000020592812,0.00078953075,0.00011557586,0.0027312594],"genre_scores_gemma":[0.99775165,0.000061991865,0.0009887876,0.00005466794,0.0000127654575,0.00001277514,0.00027639326,0.000026608925,0.00081435504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998872,0.00002877182,0.0000060704333,0.000034689754,0.0000105789595,0.000032614935],"domain_scores_gemma":[0.9995766,0.00021332697,0.000029998419,0.00002505735,0.00007732574,0.00007768364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040129162,0.00053191616,0.0005444415,0.00047225578,0.00094635994,0.0010532782,0.0012062909,0.0019403859,0.0029335094],"category_scores_gemma":[0.0012965446,0.00048705487,0.0011011321,0.0009136195,0.00074999477,0.001385024,0.0005165657,0.0010241864,0.00015445583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007243549,0.00006437786,0.009173031,0.000011021213,0.000040014806,0.000084046755,0.000024623743,0.9874112,0.0010453067,0.0005842628,0.00031217656,0.0011775192],"study_design_scores_gemma":[0.00004899227,0.000031376137,0.002879168,0.0000018814411,0.000018714512,0.0000063730454,0.000044799177,0.99592966,0.0005149813,0.00032229762,0.0001926141,0.0000090790945],"about_ca_topic_score_codex":0.23934801,"about_ca_topic_score_gemma":0.15098567,"teacher_disagreement_score":0.23934801,"about_ca_system_score_codex":0.0037068427,"about_ca_system_score_gemma":0.0022049346,"threshold_uncertainty_score":0.47590965},"labels":[],"label_agreement":null},{"id":"W3097937674","doi":"10.1016/j.enggeo.2020.105886","title":"Hydro-mechanical properties of unreinforced and fiber-reinforced used motor oil (UMO)-contaminated sand-bentonite mixtures","year":2020,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Geotechnical engineering; Contamination; Hydraulic conductivity; Soil water; Compaction; Compressive strength; Shear (geology); Expansive clay; Ductility (Earth science); Environmental science; Materials science; Geology; Composite material; Creep; Soil science","score_opus":0.009329525010580379,"score_gpt":0.18034337480780763,"score_spread":0.17101384979722725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097937674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99930537,0.00008044351,0.0001062528,0.0000044893295,0.0000024655837,0.0000027478807,0.00009938915,0.0000030603358,0.00039577883],"genre_scores_gemma":[0.99905807,0.0000567473,0.00008293815,0.000004420511,0.0000010769875,0.000002060496,0.00011457718,0.0000024296037,0.00067774794],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997671,0.000024371913,0.00002846128,0.000034941764,0.00009207781,0.000052917356],"domain_scores_gemma":[0.99977237,0.00006061467,0.000048285365,0.000010642818,0.00006692071,0.0000412796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019737387,0.0002321408,0.00015420743,0.0005179385,0.00022666896,0.00022667545,0.00014193848,0.00020101585,0.0017030622],"category_scores_gemma":[0.00045047078,0.00014714386,0.00015841884,0.0003433051,0.00025246074,0.00023985488,0.00019046762,0.00019318258,0.00018556905],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012706213,0.000064992804,0.013379352,0.00009016037,0.00003432505,0.00019192508,0.000108168824,0.0014082569,0.979624,0.00007680448,0.00003933293,0.0037121333],"study_design_scores_gemma":[0.000012887856,0.0007919779,0.10653741,0.000012100165,0.000045284167,0.00014695441,0.0004330478,0.0030832859,0.887848,0.00004544645,0.0010240553,0.000019562778],"about_ca_topic_score_codex":0.004910543,"about_ca_topic_score_gemma":0.008994932,"teacher_disagreement_score":0.004910543,"about_ca_system_score_codex":0.0002091326,"about_ca_system_score_gemma":0.00021082816,"threshold_uncertainty_score":0.009763896},"labels":[],"label_agreement":null},{"id":"W3102361882","doi":"10.1093/oso/9780195128987.003.0012","title":"Incineration: The Burning Issue","year":2000,"lang":"en","type":"book-chapter","venue":"Oxford University Press eBooks","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Incineration; Waste management; Hazardous waste; Environmental science; Coal; Bottom ash; Garbage; Engineering","score_opus":0.013826022734413485,"score_gpt":0.1825064521667939,"score_spread":0.1686804294323804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3102361882","genre_codex":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004412922,0.58966285,0.00370308,0.27160087,0.021767156,0.000020094489,0.00008310907,0.00014014196,0.108609796],"genre_scores_gemma":[0.06676244,0.57394695,0.0042809164,0.16698548,0.03281393,0.000058318758,0.0002375561,0.0005604079,0.15435399],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99756867,0.00052794017,0.00014507698,0.0004220671,0.0011162114,0.00022002429],"domain_scores_gemma":[0.9965945,0.001481188,0.00028087522,0.0003016753,0.0011040113,0.0002377822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003312251,0.0005986608,0.0005873876,0.00082424685,0.0015595299,0.0047100843,0.0020352604,0.0092558535,0.0186984],"category_scores_gemma":[0.005525878,0.00045149523,0.0007160587,0.0013029898,0.0043599266,0.009434872,0.0023781927,0.010237386,0.008472252],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055901,0.0001635676,0.00070170383,0.0020347498,0.000029549961,0.00045004545,0.0013067196,0.00044147123,0.0028292437,0.26498052,0.37614584,0.35086074],"study_design_scores_gemma":[0.0000032921464,0.000030508547,0.00027182978,0.0007403894,0.0000063335356,0.00060045737,0.0006145339,0.0000757734,0.0010194978,0.024734503,0.97189,0.000012861303],"about_ca_topic_score_codex":0.0018557186,"about_ca_topic_score_gemma":0.0027014692,"teacher_disagreement_score":0.0186984,"about_ca_system_score_codex":0.002026446,"about_ca_system_score_gemma":0.0019957116,"threshold_uncertainty_score":0.06255233},"labels":[],"label_agreement":null},{"id":"W3106089661","doi":"10.22215/etd/2020-14195","title":"Development of a Coupled Thermal-Mechanical-Biological Model to Simulate Temperatures and Settlement at a Landfill in Ste Sophie, Quebec","year":2020,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Multiphysics; Settlement (finance); Thermal conduction; Thermal; Heat transfer; Convection; Viscoelasticity; Municipal solid waste; Environmental science; Geotechnical engineering; Engineering; Waste management; Mechanics; Finite element method; Materials science; Meteorology; Structural engineering; Geography","score_opus":0.023084574573917202,"score_gpt":0.2602812707363141,"score_spread":0.23719669616239686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3106089661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7683784,0.000406317,0.15336291,0.0009796425,0.00012625621,0.0005576897,0.0041673216,0.0013486184,0.07067282],"genre_scores_gemma":[0.9605844,0.00017329755,0.023614438,0.000075080185,0.000009891666,0.0003078208,0.0009216179,0.00009944033,0.014214018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998864,0.000015958938,0.000004249777,0.000023601895,0.000039506212,0.00003029006],"domain_scores_gemma":[0.9998271,0.000043210937,0.00001347035,0.000010583097,0.000084973246,0.000020688847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002766502,0.00063595024,0.00046528757,0.00031051633,0.0008319229,0.00090892136,0.0011236046,0.0009951731,0.00215598],"category_scores_gemma":[0.00044326452,0.00045928446,0.0007155362,0.00036685055,0.00041258548,0.00031540112,0.00048476682,0.00064336916,0.0003161215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016793823,0.00002213348,0.001495374,0.00001605687,0.000009628525,0.00003866908,0.000027645721,0.9930073,0.0021957695,0.00048281506,0.00038129234,0.0023065966],"study_design_scores_gemma":[0.000010137365,0.000014773008,0.0007342308,0.0000036511992,0.000004252635,0.0000042535353,0.00002102808,0.9979266,0.00047249108,0.00008127923,0.0007198211,0.000007484291],"about_ca_topic_score_codex":0.7143275,"about_ca_topic_score_gemma":0.6362406,"teacher_disagreement_score":0.2856725,"about_ca_system_score_codex":0.0046381154,"about_ca_system_score_gemma":0.006397435,"threshold_uncertainty_score":0.5747097},"labels":[],"label_agreement":null},{"id":"W3109762275","doi":"10.1680/jgein.20.00048","title":"Unsaturated behaviour and cation self-diffusion of geosynthetic clay liners in Antarctica","year":2020,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Suction; Bentonite; Geosynthetics; Water content; Geotechnical engineering; Diffusion; Hydraulic conductivity; Chemistry; Geology; Soil water; Soil science; Thermodynamics","score_opus":0.008319517741619117,"score_gpt":0.22069744044787612,"score_spread":0.212377922706257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3109762275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99963593,0.000066598666,0.000071273265,0.000002860247,5.8359024e-7,0.0000026125158,0.000063439235,0.0000028430215,0.00015388126],"genre_scores_gemma":[0.99892837,0.00011191158,0.00020967258,0.000006432295,8.3513805e-7,0.0000056584768,0.0001356899,0.000005129906,0.00059633766],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990785,0.000011028284,0.0000061277824,0.000023366389,0.000030093619,0.000021643873],"domain_scores_gemma":[0.9998362,0.000025830042,0.000058993868,0.000013707037,0.000037703827,0.000027539658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013881682,0.0002868043,0.0001941291,0.00041469288,0.00025803052,0.00028539327,0.00017754408,0.00019615628,0.001045118],"category_scores_gemma":[0.0001697809,0.00019297014,0.00020493341,0.00031756057,0.0003704161,0.00020610153,0.00031414942,0.00017189495,0.00019154578],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020951126,0.000010831867,0.008404473,0.000061098726,0.000015717704,0.00010027461,0.00038978623,0.00022073746,0.98875284,0.000017744273,0.000011169709,0.001805784],"study_design_scores_gemma":[0.000008258096,0.0007818512,0.43439454,0.000016848797,0.00004602374,0.0003089574,0.0012599848,0.0010219926,0.5606511,0.000046157227,0.0014352528,0.000029018945],"about_ca_topic_score_codex":0.005002726,"about_ca_topic_score_gemma":0.011123203,"teacher_disagreement_score":0.005002726,"about_ca_system_score_codex":0.00031190197,"about_ca_system_score_gemma":0.00012736666,"threshold_uncertainty_score":0.00994724},"labels":[],"label_agreement":null},{"id":"W3113364725","doi":"10.25316/ir-15266","title":"Landfill leachate : an alternative water source for Alberta oil and gas development","year":2020,"lang":"en","type":"article","venue":"VIURRSpace (Vancouver Island University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Mount Royal University; Royal Roads University","keywords":"Leachate; Environmental science; Waste management; Petroleum engineering; Geology; Engineering","score_opus":0.012096736010954899,"score_gpt":0.18900603445969885,"score_spread":0.17690929844874395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113364725","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97079706,0.0018553498,0.0029378892,0.0010214818,0.00002995001,0.00008924485,0.00025638094,0.000057920737,0.022954686],"genre_scores_gemma":[0.97995365,0.0017192339,0.0041790833,0.00010845647,0.0000046839637,0.000020309375,0.0001722048,0.000009222185,0.013833246],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99953735,0.000068343856,0.000011323749,0.000029235533,0.00028019884,0.00007355885],"domain_scores_gemma":[0.99991035,0.000011815436,0.000014363191,0.0000035966377,0.000043871,0.000016072165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045267906,0.00024412689,0.00015302785,0.00083561527,0.0012979624,0.0014917452,0.00035288997,0.0003306375,0.0017225172],"category_scores_gemma":[0.00025442647,0.00006375213,0.00021853232,0.00079930975,0.0004174206,0.00048698016,0.000589411,0.00027546132,0.00022562341],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015917271,0.0005932721,0.070595264,0.0010930082,0.00007241339,0.002312254,0.0025058857,0.010179335,0.46132913,0.009776765,0.00437427,0.43557674],"study_design_scores_gemma":[0.00011134295,0.0029149456,0.10006992,0.0004024996,0.00020301914,0.0009164903,0.014138197,0.011615459,0.6792318,0.0039403774,0.18632844,0.00012755457],"about_ca_topic_score_codex":0.24627635,"about_ca_topic_score_gemma":0.6833952,"teacher_disagreement_score":0.7537236,"about_ca_system_score_codex":0.0060596666,"about_ca_system_score_gemma":0.007876442,"threshold_uncertainty_score":0.4896857},"labels":[],"label_agreement":null},{"id":"W3124338736","doi":"10.1007/s13399-020-01260-5","title":"Enhancing biogas production from municipal solid waste through recirculation of blended leachate in simulated bioreactor landfills","year":2021,"lang":"en","type":"article","venue":"Biomass Conversion and Biorefinery","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leachate; Bioreactor; Bioreactor landfill; Biogas; Municipal solid waste; Waste management; Biogas production; Environmental science; Gompertz function; Pulp and paper industry; Chemistry; Anaerobic digestion; Engineering; Methane; Mathematics","score_opus":0.018858285304985335,"score_gpt":0.24375416368538969,"score_spread":0.22489587838040434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3124338736","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942905,0.00005472523,0.0002816247,0.000009827389,0.0000031013446,0.0000053397785,0.000059247865,0.000008420173,0.00014873293],"genre_scores_gemma":[0.99926764,0.000080887265,0.00027713916,0.0000055373284,0.00000103937,0.000006943855,0.00005522027,0.000004424977,0.0003011248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999742,0.000052853684,0.000028181536,0.00004118503,0.000067301204,0.000068493966],"domain_scores_gemma":[0.9999,0.000025652818,0.000020347294,0.0000072425314,0.000028572085,0.000018144696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038290318,0.00039700224,0.00046136326,0.00027721518,0.0002800574,0.0005995655,0.00025694421,0.00033411355,0.0006569899],"category_scores_gemma":[0.0003183936,0.00013568434,0.0005341766,0.00032445442,0.00019505755,0.000488968,0.00032643703,0.00034874637,0.00017176617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010375854,0.00017033999,0.0014752893,0.000083745785,0.00002010286,0.00005524226,0.00005610637,0.0019777017,0.9924567,0.000050403716,0.000022710828,0.002594076],"study_design_scores_gemma":[0.00001546396,0.00056733435,0.0017767706,0.0000049333535,0.000018469833,0.000013999293,0.00008316861,0.0025488737,0.994769,0.000016746206,0.00017946062,0.000005786158],"about_ca_topic_score_codex":0.003111377,"about_ca_topic_score_gemma":0.0042523434,"teacher_disagreement_score":0.003111377,"about_ca_system_score_codex":0.0005835876,"about_ca_system_score_gemma":0.00043143984,"threshold_uncertainty_score":0.0061864853},"labels":[],"label_agreement":null},{"id":"W3133450836","doi":"","title":"Spatial-Temporal Analysis of Dissolved Metal Pollutants near an Unlined Municipal Landfill in a Semi-Arid Climate","year":2020,"lang":"en","type":"article","venue":"RePEc: Research Papers in Economics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Aquifer; Groundwater; Environmental science; Pollutant; Environmental engineering; Pollution; Hydrology (agriculture); Arid; Municipal solid waste; Water resource management; Waste management; Geology; Engineering; Geotechnical engineering","score_opus":0.031803041579840506,"score_gpt":0.30326292252778236,"score_spread":0.2714598809479419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133450836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993142,0.00001419681,0.000058088415,0.000010402232,6.3373284e-7,0.0000030154458,0.0003739199,0.0000029860958,0.00022264848],"genre_scores_gemma":[0.9992663,0.000019331812,0.00011088603,0.0000040537375,0.0000010953721,0.0000068460304,0.00041411616,7.3022784e-7,0.00017667733],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99985266,0.000023140814,0.0000122721685,0.000039792776,0.00003478051,0.00003729319],"domain_scores_gemma":[0.99964094,0.00006912887,0.0001227524,0.00001954222,0.00009803078,0.000049516675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020741406,0.00010555732,0.00020885421,0.0009766611,0.00041822056,0.00044721016,0.00028496317,0.0003009559,0.0005077297],"category_scores_gemma":[0.0003331625,0.00013584203,0.00021651475,0.0014432851,0.00027661823,0.00022896225,0.00041769625,0.00013631942,0.000113460264],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017928905,0.00009986898,0.9882238,0.000031045787,0.00006678733,0.00027279483,0.00086521317,0.0010547411,0.0054196375,0.000104611405,0.0001979908,0.0034841746],"study_design_scores_gemma":[0.0000024115893,0.000028133514,0.99647766,0.0000040693417,0.000013035375,0.000044772132,0.0015477758,0.0013163241,0.0003167545,0.000018997604,0.00022503344,0.0000050381914],"about_ca_topic_score_codex":0.073048934,"about_ca_topic_score_gemma":0.15826073,"teacher_disagreement_score":0.073048934,"about_ca_system_score_codex":0.00077786954,"about_ca_system_score_gemma":0.0004245393,"threshold_uncertainty_score":0.14524752},"labels":[],"label_agreement":null},{"id":"W3145345638","doi":"10.1101/2021.03.26.437222","title":"High diversity and heterogeneity define microbial communities across an active municipal landfill","year":2021,"lang":"en","type":"preprint","venue":"bioRxiv (Cold Spring Harbor Laboratory)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Phylum; Leachate; Proteobacteria; Microbial population biology; Ecology; Firmicutes; Abundance (ecology); Metagenomics; Biology; Groundwater; Bacterial phyla; Relative species abundance; Environmental science; 16S ribosomal RNA; Geology; Bacteria","score_opus":0.02363109306817165,"score_gpt":0.22921645020846587,"score_spread":0.20558535714029422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145345638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995307,0.00007666663,0.0000997916,0.0000050712974,2.3219185e-7,0.0000037433506,0.00011933244,0.0000030254387,0.00016145618],"genre_scores_gemma":[0.99941623,0.00005906308,0.00014453706,0.0000050975386,9.0258453e-7,0.0000042626884,0.00020988523,0.0000012288982,0.00015874609],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99973434,0.00002292815,0.000016124859,0.000063684194,0.00008469613,0.00007817745],"domain_scores_gemma":[0.9997961,0.000028528168,0.00006948936,0.000011661679,0.00005789929,0.00003636809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018063911,0.00018494127,0.0002650177,0.0010799977,0.00044325987,0.0009543152,0.00012272419,0.00018543586,0.00053564116],"category_scores_gemma":[0.00030050633,0.00014466472,0.00013152877,0.0010679141,0.00044750478,0.00026137664,0.000489015,0.00010176337,0.0001316575],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033514458,0.00004849706,0.6543026,0.000102764374,0.00006622513,0.00014506909,0.002150477,0.00039788245,0.33276236,0.000078712124,0.000080287384,0.009529924],"study_design_scores_gemma":[0.0000024954034,0.0000726298,0.9917459,0.000006836118,0.000015258163,0.00012758117,0.0013059402,0.0004145129,0.0058204145,0.000030776922,0.00045373308,0.0000038914786],"about_ca_topic_score_codex":0.025500288,"about_ca_topic_score_gemma":0.035170604,"teacher_disagreement_score":0.025500288,"about_ca_system_score_codex":0.000546521,"about_ca_system_score_gemma":0.00038128864,"threshold_uncertainty_score":0.050703764},"labels":[],"label_agreement":null},{"id":"W3150500896","doi":"","title":"Soil microbial response to waste potassium silicate drilling fluid","year":2015,"lang":"en","type":"article","venue":"环境科学学报：英文版","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Loam; Soil water; Environmental science; Land reclamation; Anaerobic bacteria; Pulp and paper industry; Soil science; Bacteria; Geology; Ecology; Biology","score_opus":0.019822487673772402,"score_gpt":0.23652923643699997,"score_spread":0.21670674876322757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3150500896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988991,0.0001567274,0.000121482946,0.000017283595,0.0000045628567,0.00001828198,0.00019857465,0.000006341493,0.00057768764],"genre_scores_gemma":[0.99736565,0.00029761923,0.00048974913,0.000054030537,0.000005134876,0.000030087585,0.00042135786,0.000004742358,0.0013315998],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963164,0.000047827685,0.000021289858,0.000061494655,0.00014039171,0.00009732712],"domain_scores_gemma":[0.99963784,0.00006106072,0.000057665427,0.000014004897,0.00015571745,0.00007365707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002460036,0.00045480145,0.00039271865,0.00032809845,0.0002982617,0.0006884703,0.00020473088,0.00036121727,0.0006052122],"category_scores_gemma":[0.00036292552,0.00015511233,0.00018824113,0.00039165458,0.00029346347,0.00018638227,0.00032529933,0.0003266319,0.00013885535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000795098,0.0001563533,0.013669665,0.0001206121,0.000019447845,0.000085491316,0.0002618765,0.00016180956,0.980149,0.000024930696,0.000042433217,0.00451332],"study_design_scores_gemma":[0.000038305054,0.0036591361,0.38143712,0.00003658832,0.0000564556,0.00018695125,0.0020769518,0.00104833,0.60931516,0.00012604885,0.0019876151,0.000031310876],"about_ca_topic_score_codex":0.035393875,"about_ca_topic_score_gemma":0.058835518,"teacher_disagreement_score":0.035393875,"about_ca_system_score_codex":0.00076999963,"about_ca_system_score_gemma":0.00093779166,"threshold_uncertainty_score":0.07037568},"labels":[],"label_agreement":null},{"id":"W3155821309","doi":"10.1016/j.geotexmem.2021.03.010","title":"Effect of wet-dry cycles on standard &amp; polymer-amended GCLs in covers subjected to flow over the GCL","year":2021,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geotextile; Bentonite; Materials science; Hydraulic conductivity; Wetting; Composite material; Geosynthetics; Swelling; Geotechnical engineering; Environmental science; Soil water; Geology; Soil science","score_opus":0.005077339306892057,"score_gpt":0.23550883570633246,"score_spread":0.2304314963994404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3155821309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975587,0.0001464125,0.00036502714,0.000027557646,0.000031006122,0.000024245157,0.00055678043,0.000026505671,0.0012636012],"genre_scores_gemma":[0.995688,0.00016099875,0.00092462974,0.00003426812,0.000011745139,0.000024792502,0.0004360107,0.000021442416,0.0026980145],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996153,0.00008135925,0.00003909158,0.00009658315,0.00008035658,0.00008729522],"domain_scores_gemma":[0.9995554,0.00018158459,0.00007398116,0.00003566965,0.00009427872,0.000059055197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002979113,0.00031515074,0.00035250632,0.00021613893,0.00029699816,0.00051129906,0.00026342736,0.00047382695,0.0025926065],"category_scores_gemma":[0.00065809477,0.00017601256,0.000330404,0.0002595675,0.00041351336,0.00037292414,0.00023968982,0.00040767164,0.00036257575],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004373211,0.00024970472,0.002541565,0.000092535105,0.000034844386,0.00015440819,0.00019278286,0.0010449634,0.98558944,0.0001122917,0.00018096132,0.0054331752],"study_design_scores_gemma":[0.000017531764,0.0013058255,0.008952818,0.000008280361,0.000026448351,0.00002452908,0.000172177,0.0012366069,0.9869942,0.00002966485,0.0012186669,0.000013203402],"about_ca_topic_score_codex":0.0069654146,"about_ca_topic_score_gemma":0.008116409,"teacher_disagreement_score":0.0069654146,"about_ca_system_score_codex":0.00045497427,"about_ca_system_score_gemma":0.0004225232,"threshold_uncertainty_score":0.013849795},"labels":[],"label_agreement":null},{"id":"W3157205329","doi":"10.24908/iqurcp.9039","title":"Leachate Treatment Considerations in Cold Climates","year":2016,"lang":"en","type":"article","venue":"Inquiry Queen s Undergraduate Research Conference Proceedings","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Effluent; Environmental science; Waste management; Nitrification; Environmental engineering; Bioreactor landfill; Sewage treatment; Engineering; Nitrogen; Chemistry","score_opus":0.1157109891699611,"score_gpt":0.361345801275378,"score_spread":0.24563481210541693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157205329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62763804,0.047755282,0.079451494,0.044377815,0.0029589836,0.00045985891,0.0009185704,0.0005965281,0.19584338],"genre_scores_gemma":[0.90589076,0.02481868,0.012876204,0.005414174,0.0010213132,0.00019358222,0.00032038664,0.0001791764,0.049285784],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990982,0.00023683034,0.00005514355,0.000079361445,0.0003252562,0.00020528527],"domain_scores_gemma":[0.9993419,0.00016326793,0.000106320236,0.000037932903,0.0002474638,0.00010318905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015697583,0.00042167117,0.0009006033,0.0005685929,0.0023748418,0.0025035632,0.0006888569,0.001744027,0.0061770272],"category_scores_gemma":[0.0010516199,0.00035092572,0.00089605263,0.0006297898,0.0011429334,0.0017967288,0.0017622607,0.0012843828,0.0011400606],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002247288,0.00042096485,0.022235403,0.007148821,0.00023765424,0.00817468,0.005887872,0.030482586,0.6692169,0.045924652,0.024406645,0.18361652],"study_design_scores_gemma":[0.0001213388,0.0018564597,0.05053726,0.0009956564,0.00032914084,0.0042450535,0.019399505,0.0073755695,0.3229319,0.026417319,0.5655143,0.00027651223],"about_ca_topic_score_codex":0.008202754,"about_ca_topic_score_gemma":0.031409297,"teacher_disagreement_score":0.008202754,"about_ca_system_score_codex":0.0021289932,"about_ca_system_score_gemma":0.0016132802,"threshold_uncertainty_score":0.020664275},"labels":[],"label_agreement":null},{"id":"W3157747995","doi":"10.24908/iqurcp.7728","title":"Landfill Expansion - Site Investigation Field Work","year":2017,"lang":"en","type":"article","venue":"Inquiry Queen s Undergraduate Research Conference Proceedings","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Work (physics); Clearance; Environmental planning; Leachate; Civil engineering; Environmental science; Engineering; Waste management","score_opus":0.10527472494100254,"score_gpt":0.35789728574690605,"score_spread":0.2526225608059035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157747995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9079884,0.00045345954,0.014652749,0.0010973271,0.00015480202,0.025244819,0.003011348,0.00071284006,0.04668416],"genre_scores_gemma":[0.90148824,0.0006629746,0.04664018,0.00094286085,0.00011060651,0.009475851,0.0026135226,0.00013077105,0.037934963],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9970402,0.0008877974,0.00015138632,0.0006156446,0.0007331614,0.0005717784],"domain_scores_gemma":[0.9959182,0.0006967666,0.00024074259,0.0006901773,0.0017024269,0.0007516168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0047210613,0.0007535704,0.00064513227,0.0020227954,0.0052342094,0.00088456634,0.0018149319,0.0012115223,0.012104627],"category_scores_gemma":[0.0033491023,0.0006484734,0.00050580094,0.0011675991,0.0016045971,0.001105526,0.0017805853,0.001356478,0.003079491],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003607504,0.02000069,0.21234727,0.0022490046,0.00013624832,0.01610091,0.11651237,0.006646308,0.1176831,0.0057434286,0.053849988,0.44512317],"study_design_scores_gemma":[0.0006152998,0.02538879,0.3488979,0.00093135965,0.00017989705,0.004847119,0.15464108,0.005718008,0.06971344,0.00452586,0.38418597,0.00035517817],"about_ca_topic_score_codex":0.015700495,"about_ca_topic_score_gemma":0.05889673,"teacher_disagreement_score":0.015700495,"about_ca_system_score_codex":0.0034567302,"about_ca_system_score_gemma":0.0052012,"threshold_uncertainty_score":0.040494025},"labels":[],"label_agreement":null},{"id":"W3158346662","doi":"10.24908/iqurcp.8373","title":"In‐Situ Treatment of Landfill Leachate with Permeable Reactive Barriers","year":2016,"lang":"en","type":"article","venue":"Inquiry Queen s Undergraduate Research Conference Proceedings","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Bioreactor landfill; Waste management; Environmental science; Hazardous waste; Groundwater; Permeable reactive barrier; Environmental engineering; Contamination; Engineering; Geotechnical engineering; Environmental remediation","score_opus":0.06063574537096957,"score_gpt":0.3298426407613694,"score_spread":0.2692068953903998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158346662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888997,0.0011974834,0.0051933755,0.00028765184,0.000079866455,0.000058970538,0.00010082191,0.000076935255,0.0041053006],"genre_scores_gemma":[0.9850391,0.0016854906,0.005436829,0.00013183251,0.000023179608,0.000036677513,0.000100501995,0.000040488263,0.0075059473],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997496,0.000051685987,0.000011487784,0.000035374072,0.00007930693,0.00007258835],"domain_scores_gemma":[0.99989736,0.000033790344,0.000024702806,0.000009824027,0.000024269131,0.00001007739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033602203,0.00030960236,0.00042866464,0.0001351169,0.00027702312,0.0005199128,0.0002984685,0.00042060806,0.0017213098],"category_scores_gemma":[0.00024977655,0.00022456406,0.00033054673,0.0001518108,0.00023929798,0.00048144383,0.00028709404,0.00047351117,0.00034221367],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006900059,0.000039404502,0.00006772093,0.00012561574,0.000007942695,0.00004312502,0.00008308492,0.00028810877,0.99772877,0.00009913539,0.00007251911,0.001375545],"study_design_scores_gemma":[0.000009080118,0.00016520033,0.00018393625,0.0000056598783,0.000007759233,0.000025340281,0.000070650676,0.00054413185,0.99736696,0.000033069256,0.0015841763,0.000004223686],"about_ca_topic_score_codex":0.0015292082,"about_ca_topic_score_gemma":0.0029398438,"teacher_disagreement_score":0.0017213098,"about_ca_system_score_codex":0.0003168218,"about_ca_system_score_gemma":0.00023399344,"threshold_uncertainty_score":0.0057584047},"labels":[],"label_agreement":null},{"id":"W3158997648","doi":"10.1680/jenge.20.00137","title":"Hydraulic conductivity of tyre-derived aggregate for leachate collection and removal","year":2021,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Hydraulic conductivity; Leachate; Geotechnical engineering; Permeability (electromagnetism); Conductivity; Drainage; Permeameter; Materials science; Hydraulic head; Environmental science; Soil science; Geology; Waste management; Engineering; Chemistry; Membrane; Soil water","score_opus":0.01223891999162866,"score_gpt":0.2191014037546244,"score_spread":0.20686248376299574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158997648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99541336,0.0002242873,0.0035279107,0.00002324138,0.000006984593,0.00001032305,0.00014449513,0.000019784255,0.0006296427],"genre_scores_gemma":[0.99701154,0.00022294701,0.0019093307,0.000011325919,0.0000027444821,0.00001919327,0.00016497397,0.000008569447,0.0006492786],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996394,0.000047265836,0.000022022454,0.00006046269,0.00017743606,0.00005334633],"domain_scores_gemma":[0.9997631,0.00006926753,0.00003898358,0.000013783844,0.00009324424,0.000021673743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037012732,0.00026225534,0.00021368921,0.00032736076,0.0002721917,0.00047497966,0.000120643774,0.00015789554,0.00043953152],"category_scores_gemma":[0.0005388357,0.00011219268,0.00018388203,0.00034604289,0.00023582554,0.00030680798,0.0004002179,0.0002701006,0.00013912148],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007254477,0.0000108031045,0.0040080566,0.000042353586,0.000005905702,0.000026001379,0.00011112085,0.00043983068,0.9910383,0.000038583534,0.000022462073,0.004184044],"study_design_scores_gemma":[0.0000034814227,0.00019388885,0.024099704,0.000009623229,0.000016241253,0.000065533444,0.0003898875,0.0027385836,0.97124296,0.000048528593,0.0011782051,0.000013441557],"about_ca_topic_score_codex":0.0019620582,"about_ca_topic_score_gemma":0.0049828417,"teacher_disagreement_score":0.0019620582,"about_ca_system_score_codex":0.00037600216,"about_ca_system_score_gemma":0.00038625614,"threshold_uncertainty_score":0.0039013028},"labels":[],"label_agreement":null},{"id":"W3164246445","doi":"10.1139/cgj-2020-0289","title":"Leakage through a hole in a geomembrane beneath a fine-grained tailings","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Geomembrane; Hydraulic conductivity; Geotechnical engineering; Permeability (electromagnetism); Leakage (economics); Geology; Materials science; Pore water pressure; Environmental science; Soil science; Soil water; Metallurgy; Chemistry","score_opus":0.011675809647424509,"score_gpt":0.22121274569124785,"score_spread":0.20953693604382334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3164246445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992914,0.00003173711,0.0005230973,0.000006632144,0.0000017289617,0.000005261023,0.00004072025,0.000024513896,0.000074766554],"genre_scores_gemma":[0.9992322,0.000024863884,0.0005097242,0.00000468216,6.397402e-7,0.0000032948453,0.00002855458,0.0000022318673,0.00019392133],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998665,0.000012906774,0.0000115888715,0.00003435589,0.000038410115,0.000036275942],"domain_scores_gemma":[0.9995197,0.000121707126,0.00019615196,0.00006176906,0.00006481001,0.000035828307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016970048,0.00017693905,0.00022925825,0.00021397302,0.00033511524,0.00024392005,0.00029412226,0.0004022388,0.00059777166],"category_scores_gemma":[0.0003892749,0.00013091565,0.0002571356,0.00018420283,0.0003579884,0.0004251044,0.000282414,0.00017261304,0.000101749785],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036657418,0.000054911212,0.014321129,0.00007574076,0.000008562838,0.00039872652,0.00015962795,0.001138925,0.97748977,0.000060666163,0.000052562205,0.0058728433],"study_design_scores_gemma":[0.000025891142,0.0033660962,0.13319096,0.000030716365,0.000041194195,0.0008077075,0.00064633024,0.006086642,0.85448575,0.00012149056,0.0011618271,0.00003537729],"about_ca_topic_score_codex":0.0019131647,"about_ca_topic_score_gemma":0.003265403,"teacher_disagreement_score":0.0019131647,"about_ca_system_score_codex":0.0003675412,"about_ca_system_score_gemma":0.00024293413,"threshold_uncertainty_score":0.0038040876},"labels":[],"label_agreement":null},{"id":"W3165800938","doi":"10.1520/gtj20200221","title":"A Method of Evaluating Geomembrane Strain Caused by Point Loading from Aggregates","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geotechnical engineering; Aggregate (composite); Point (geometry); Photogrammetry; Sample (material); Test method; Geosynthetics; Materials science; Geology; Computer science; Environmental science; Mathematics; Composite material; Geometry","score_opus":0.04553595590534768,"score_gpt":0.3167918702965118,"score_spread":0.2712559143911641,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165800938","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3159207,0.00060389616,0.6745709,0.00008293572,0.00017168318,0.00040362965,0.0007039238,0.0009855777,0.006556616],"genre_scores_gemma":[0.80843633,0.00033796046,0.18704283,0.00003281151,0.000029020859,0.0003435138,0.00031916949,0.00006803152,0.0033903413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984309,0.00016334465,0.000065960274,0.00014683975,0.0011437631,0.000049137798],"domain_scores_gemma":[0.99834335,0.00037464782,0.00018439413,0.00022569938,0.00080142927,0.00007055628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089389435,0.00053418067,0.00033824134,0.001595126,0.00047619874,0.00048778177,0.00066691585,0.00048277515,0.0016555839],"category_scores_gemma":[0.0014451343,0.00021858318,0.00019357147,0.0009600953,0.00042451214,0.00046899886,0.0005198598,0.00043564138,0.00058002287],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026760474,0.00010958476,0.0088160625,0.00020909043,0.000027761878,0.00014246318,0.00023587246,0.0038631724,0.81044537,0.0012037787,0.0005229522,0.17415628],"study_design_scores_gemma":[0.000028768793,0.001000369,0.02596348,0.000041478135,0.000041488143,0.0006299255,0.00015451851,0.036821656,0.9306382,0.00044620252,0.004147644,0.00008634051],"about_ca_topic_score_codex":0.00064374204,"about_ca_topic_score_gemma":0.001026214,"teacher_disagreement_score":0.0016555839,"about_ca_system_score_codex":0.0002589619,"about_ca_system_score_gemma":0.00041794957,"threshold_uncertainty_score":0.0055384636},"labels":[],"label_agreement":null},{"id":"W3170014805","doi":"10.1139/cgj-2020-0788","title":"Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Hydraulic head; Leakage (economics); Geotechnical engineering; Hydraulic conductivity; Consolidation (business); Geomembrane; Mechanics; Materials science; Intrusion; Geology; Soil science; Soil water; Physics; Metallurgy","score_opus":0.012780111727476787,"score_gpt":0.22362057857843018,"score_spread":0.2108404668509534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170014805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949837,0.000028334889,0.0003233606,0.0000031180255,0.0000021462456,0.000005770142,0.000037031477,0.000011130334,0.00009066481],"genre_scores_gemma":[0.99913174,0.000050185714,0.00048310123,0.000003274386,7.184631e-7,0.0000050158606,0.00003407498,0.000002100623,0.00028978958],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997948,0.000015282087,0.0000120689765,0.000040710704,0.00007302198,0.000064153355],"domain_scores_gemma":[0.99951255,0.00016554813,0.00016350775,0.000044269338,0.000073723255,0.00004045225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025014477,0.0002602167,0.0002787638,0.00022301072,0.00031339377,0.0002955446,0.00027817016,0.00034763833,0.0007563341],"category_scores_gemma":[0.00044937024,0.000110833425,0.00021481297,0.0002490356,0.00037535987,0.00033390019,0.00025540692,0.000164067,0.00012206234],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083851465,0.00012669829,0.016406097,0.000112607326,0.000015087327,0.00053447427,0.00026545438,0.0035779863,0.9695351,0.00007345829,0.0000837772,0.00843065],"study_design_scores_gemma":[0.00002390266,0.0036554418,0.06334038,0.000017205573,0.000036592577,0.00026333114,0.0005957886,0.011054291,0.9205061,0.00007551618,0.00040878827,0.000022689188],"about_ca_topic_score_codex":0.004173178,"about_ca_topic_score_gemma":0.008040692,"teacher_disagreement_score":0.004173178,"about_ca_system_score_codex":0.00033525613,"about_ca_system_score_gemma":0.0002820561,"threshold_uncertainty_score":0.008297801},"labels":[],"label_agreement":null},{"id":"W3175611295","doi":"10.1016/j.compgeo.2021.104280","title":"Modelling the transport of PFOS from single lined municipal solid waste landfill","year":2021,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetic clay liner; Aquifer; Hydraulic conductivity; Composite number; Environmental science; Geotechnical engineering; Materials science; Soil science; Geology; Groundwater; Composite material; Soil water","score_opus":0.018274782584435177,"score_gpt":0.20801750635846403,"score_spread":0.18974272377402884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175611295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97276086,0.0002326463,0.012789418,0.00025933507,0.00004276379,0.00008601366,0.0010318892,0.00015004468,0.012647019],"genre_scores_gemma":[0.98773754,0.00018670956,0.0023306368,0.000025487056,0.0000076166343,0.000055802317,0.00041564635,0.00003801934,0.009202582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997346,0.00004931654,0.000011978743,0.000046838602,0.0000417672,0.00011547745],"domain_scores_gemma":[0.9993462,0.00043522796,0.000054517655,0.000023779165,0.00008921428,0.000050934716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037029496,0.001009584,0.0012543632,0.00067066716,0.0008644327,0.0017712201,0.0010229992,0.0024962728,0.0040789456],"category_scores_gemma":[0.0010629958,0.0007475879,0.0013638143,0.0010412362,0.0008596969,0.0012085382,0.0005731802,0.001086126,0.00035049106],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003822764,0.000020522892,0.00056395505,0.000014013051,0.000007956447,0.000033264416,0.000010603209,0.9979818,0.00039162853,0.00034464267,0.00005470621,0.00053871353],"study_design_scores_gemma":[0.000014004468,0.000036662794,0.00035540664,0.0000032132161,0.000007399575,0.00000724137,0.00003966939,0.9983753,0.00064363563,0.00034358804,0.00016819847,0.0000055881883],"about_ca_topic_score_codex":0.1788222,"about_ca_topic_score_gemma":0.06948358,"teacher_disagreement_score":0.1788222,"about_ca_system_score_codex":0.0031522946,"about_ca_system_score_gemma":0.0030000897,"threshold_uncertainty_score":0.3555627},"labels":[],"label_agreement":null},{"id":"W3182120202","doi":"10.1016/j.geotexmem.2021.06.004","title":"Effect of geomembrane hole geometry on leakage overlain by saturated tailings","year":2021,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leakage (economics); Tailings; Consolidation (business); Materials science; Geomembrane; Geometry; Mechanics; Geotechnical engineering; Composite material; Geology; Metallurgy; Mathematics; Physics","score_opus":0.0025117365621074787,"score_gpt":0.203753333592968,"score_spread":0.2012415970308605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182120202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993143,0.000024453351,0.00025105078,0.0000048950565,0.0000034190637,0.0000034031723,0.000059774065,0.000016328422,0.0003223734],"genre_scores_gemma":[0.9996973,0.000015294663,0.00007851166,0.0000035366,4.307659e-7,0.000001172284,0.000025817293,0.0000031234413,0.00017488348],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996263,0.00006579684,0.000026762493,0.0000638522,0.00007366901,0.00014354434],"domain_scores_gemma":[0.99888605,0.0005082111,0.00021659078,0.000091339694,0.00022350979,0.000074247604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002826799,0.00028922208,0.00032946508,0.0002805692,0.00034623084,0.0007282919,0.00041672008,0.0005479826,0.003035557],"category_scores_gemma":[0.0012065776,0.00021220601,0.0003254976,0.00036780408,0.00061752484,0.0007177691,0.0004949678,0.00025214994,0.0003328412],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010020382,0.0004994836,0.03460332,0.00028236117,0.00007826311,0.0012903081,0.0004508626,0.05298576,0.88484794,0.00049381657,0.0003036721,0.014143881],"study_design_scores_gemma":[0.00007902169,0.0039655184,0.05801877,0.000017359358,0.00012494305,0.0002074516,0.0015162446,0.016949397,0.9180414,0.00018221737,0.000847815,0.000049906037],"about_ca_topic_score_codex":0.002661076,"about_ca_topic_score_gemma":0.0029831068,"teacher_disagreement_score":0.003035557,"about_ca_system_score_codex":0.0004441786,"about_ca_system_score_gemma":0.00033043613,"threshold_uncertainty_score":0.010154903},"labels":[],"label_agreement":null},{"id":"W3183436035","doi":"10.1680/jgein.21.00027","title":"Direct measurement of geomembrane strain from aggregate indentations","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Geomembrane; Geosynthetics; Aggregate (composite); Materials science; Cracking; Bending; Geotechnical engineering; Composite material; Geology","score_opus":0.019170251589616674,"score_gpt":0.2386655384347234,"score_spread":0.21949528684510672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3183436035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9420637,0.00038544787,0.050916255,0.000048436606,0.000055968605,0.00009330828,0.0010125182,0.000361543,0.0050628544],"genre_scores_gemma":[0.9826354,0.00028532854,0.015044,0.000027632279,0.000020720938,0.00008221876,0.00041944723,0.000034375254,0.0014508558],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99949837,0.000035482204,0.00002076436,0.000083699044,0.00032086624,0.000040892148],"domain_scores_gemma":[0.99933845,0.00022397791,0.000112310736,0.00011421163,0.00017898047,0.00003204933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034796196,0.000389292,0.0002549041,0.00084496965,0.00024026044,0.00033406928,0.0005196532,0.0005294749,0.002608873],"category_scores_gemma":[0.0010299275,0.00018960168,0.00013935169,0.00082602346,0.00027816326,0.00065536395,0.0005364042,0.0005358781,0.00056282576],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008440273,0.000036224974,0.00491412,0.00014860711,0.000009228268,0.000101423815,0.00019520796,0.0011790794,0.9755333,0.0001352971,0.00019075182,0.017472375],"study_design_scores_gemma":[0.000012824932,0.00036263705,0.107751146,0.000022916112,0.000024896492,0.00039682907,0.0002794031,0.019744786,0.8691604,0.00023597268,0.0019705982,0.00003756237],"about_ca_topic_score_codex":0.00047865917,"about_ca_topic_score_gemma":0.0013488072,"teacher_disagreement_score":0.002608873,"about_ca_system_score_codex":0.0001789604,"about_ca_system_score_gemma":0.00012931244,"threshold_uncertainty_score":0.0087275505},"labels":[],"label_agreement":null},{"id":"W3184665611","doi":"10.1680/jgein.21.00023","title":"Self-healing of laboratory eroded defects in a GCL on silty sand","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Bentonite; Hydraulic conductivity; Geosynthetics; Geotechnical engineering; Materials science; Distilled water; Composite material; Ponding; Geology; Soil water; Chemistry; Soil science","score_opus":0.00880207628097518,"score_gpt":0.23839093538656897,"score_spread":0.2295888591055938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184665611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99968505,0.000026180978,0.00014921108,0.0000029641808,0.000001027984,0.000003924427,0.000028247172,0.000012306874,0.0000910932],"genre_scores_gemma":[0.99888605,0.00002938994,0.0005580202,0.000006018924,5.047871e-7,0.000004798357,0.00006573984,0.000006609707,0.00044297043],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998877,0.000009269852,0.000007509318,0.000022277913,0.00004376733,0.000029527824],"domain_scores_gemma":[0.9998134,0.000029923282,0.000058539914,0.000025964422,0.00003019936,0.000042087584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014580389,0.00025441873,0.00018159603,0.0002047998,0.00014057431,0.00020315773,0.00022298926,0.00023317787,0.0006212184],"category_scores_gemma":[0.0002119288,0.00011279124,0.00016229524,0.00014661795,0.00031711432,0.0001257889,0.00027159005,0.0002129521,0.000107645705],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056255823,0.000011281119,0.00067769585,0.000022855524,0.0000030030542,0.00007847005,0.00007039164,0.0002724777,0.99811614,0.000010324422,0.000009378717,0.0006717356],"study_design_scores_gemma":[0.000007086267,0.00045775098,0.013515404,0.000005303093,0.000009657857,0.00014089774,0.00017154345,0.0014462748,0.98373854,0.000009028603,0.0004902182,0.000008338339],"about_ca_topic_score_codex":0.0026536728,"about_ca_topic_score_gemma":0.005468442,"teacher_disagreement_score":0.0026536728,"about_ca_system_score_codex":0.00029613634,"about_ca_system_score_gemma":0.00013499946,"threshold_uncertainty_score":0.0052764416},"labels":[],"label_agreement":null},{"id":"W3191155449","doi":"10.1680/jgein.21.00042","title":"Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetics; Geosynthetic clay liner; Leachate; Coating; Geotechnical engineering; Materials science; Stress (linguistics); Composite material; Environmental science; Polyethylene; Geology; Waste management; Soil science; Hydraulic conductivity; Soil water; Engineering","score_opus":0.028137911678194828,"score_gpt":0.2811369583153888,"score_spread":0.25299904663719397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191155449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99955004,0.00005530308,0.00027598115,0.0000053084855,0.0000018989316,0.000008898514,0.000032301192,0.000005020794,0.000065253684],"genre_scores_gemma":[0.99917066,0.00006817306,0.0005753581,0.0000091473,0.0000015463296,0.0000138345,0.000046750036,0.000004329776,0.00011022534],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993474,0.00012510094,0.00005329653,0.00011368516,0.00024275258,0.000117828604],"domain_scores_gemma":[0.99932384,0.00022379613,0.00021618827,0.000033833338,0.00014781304,0.00005446052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007126249,0.00052434066,0.00046149502,0.00027817042,0.0003736729,0.0005721963,0.0002995615,0.00041148567,0.00081765733],"category_scores_gemma":[0.00094541267,0.0002178209,0.0003877542,0.000357467,0.00042965324,0.00049057417,0.00053936575,0.0004934458,0.000094200484],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000283931,0.0000455589,0.0029440143,0.0000809888,0.000011028787,0.00004839186,0.000088568144,0.00040528944,0.9947925,0.0000122595675,0.000008098877,0.0012793521],"study_design_scores_gemma":[0.0000088574225,0.0009049403,0.014180626,0.000005665827,0.000017711815,0.00006857446,0.00029306702,0.00072403235,0.9836029,0.00001440364,0.00016934863,0.00000990762],"about_ca_topic_score_codex":0.0022059502,"about_ca_topic_score_gemma":0.0031991787,"teacher_disagreement_score":0.0022059502,"about_ca_system_score_codex":0.000525216,"about_ca_system_score_gemma":0.00038073072,"threshold_uncertainty_score":0.004386246},"labels":[],"label_agreement":null},{"id":"W3193617784","doi":"10.1139/cgj-2021-0222","title":"Design guidance for protection of geomembrane liners in landfill applications","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Cushioning; Geotextile; Geotechnical engineering; Silt; Geosynthetics; Geosynthetic clay liner; Stiffness; Environmental science; Materials science; Composite material; Soil water; Geology; Soil science; Hydraulic conductivity","score_opus":0.022385156386052037,"score_gpt":0.23696887951317655,"score_spread":0.2145837231271245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3193617784","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16575009,0.0006974375,0.8139456,0.00061116274,0.000051957602,0.0008727618,0.00076141505,0.005239104,0.012070526],"genre_scores_gemma":[0.5952758,0.0007165032,0.39380923,0.00010117042,0.00001518139,0.0007877433,0.00048475742,0.00036765638,0.0084420685],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9986975,0.00040978423,0.00007715083,0.00006567086,0.00065472844,0.00009518846],"domain_scores_gemma":[0.99845695,0.00045774804,0.00031818374,0.00016926142,0.00054317905,0.000054607495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019122472,0.0013364181,0.0004354699,0.0006703652,0.00037747814,0.00082548126,0.0011497556,0.0010896273,0.004606987],"category_scores_gemma":[0.003517751,0.0006113027,0.00032321917,0.00030773017,0.00031342992,0.00080696284,0.0005033042,0.00040716786,0.0020567314],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073686906,0.00023562422,0.008847763,0.0010939365,0.000022348197,0.00054698833,0.0009369749,0.32015264,0.31927186,0.008150662,0.010286703,0.32971758],"study_design_scores_gemma":[0.00025548637,0.002762801,0.020535253,0.00054494763,0.00007560148,0.0008322378,0.0010878004,0.5328871,0.34314376,0.008823843,0.088863015,0.00018814254],"about_ca_topic_score_codex":0.0014303119,"about_ca_topic_score_gemma":0.005478139,"teacher_disagreement_score":0.004606987,"about_ca_system_score_codex":0.00064649683,"about_ca_system_score_gemma":0.0012180076,"threshold_uncertainty_score":0.015411913},"labels":[],"label_agreement":null},{"id":"W3199154744","doi":"10.1680/jenge.21.00065","title":"Shear strength of the geomembrane–subgrade interface in heap leaching applications","year":2021,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Subgrade; Geotechnical engineering; Heap leaching; Direct shear test; Shear (geology); Materials science; Surface finish; Cohesion (chemistry); Friction angle; Geology; Composite material; Metallurgy","score_opus":0.0063345344053132606,"score_gpt":0.21618834645355783,"score_spread":0.20985381204824458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199154744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918157,0.00015513274,0.00031361415,0.0000041113553,0.0000028459601,0.00000860667,0.000085019674,0.000006690511,0.00024238083],"genre_scores_gemma":[0.9986994,0.00015441714,0.0005541045,0.00000972582,0.0000018949775,0.000010136135,0.00011632453,0.0000037419356,0.00045026944],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996544,0.000049761853,0.000044921762,0.000050894967,0.00013976557,0.000060209895],"domain_scores_gemma":[0.9995395,0.0000979685,0.00013158986,0.000030269734,0.00015530542,0.000045457633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063548464,0.00040368218,0.00036169743,0.00042536325,0.000215325,0.00044607508,0.000229377,0.00027701756,0.0009458029],"category_scores_gemma":[0.0006739448,0.00016087267,0.0002696755,0.0004278031,0.00022292291,0.0003254799,0.0004860666,0.00028035368,0.000227654],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006115627,0.00005325026,0.014865787,0.00012339,0.000021484624,0.000047854286,0.00018894006,0.00042541037,0.9769056,0.0000351069,0.000032651624,0.006689094],"study_design_scores_gemma":[0.000013714457,0.0016004776,0.109643675,0.000017315697,0.00005588078,0.00007148187,0.0004152457,0.0008355253,0.8864611,0.000035398847,0.0008363388,0.0000138660635],"about_ca_topic_score_codex":0.0012463726,"about_ca_topic_score_gemma":0.0028621804,"teacher_disagreement_score":0.0012463726,"about_ca_system_score_codex":0.00025657186,"about_ca_system_score_gemma":0.00020369637,"threshold_uncertainty_score":0.003360808},"labels":[],"label_agreement":null},{"id":"W3200345819","doi":"10.1680/jenge.20.00027","title":"Performance of food-waste compost biocovers in mitigating methane emission from landfills","year":2021,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Compost; Methane; Food waste; Green waste; Municipal solid waste; Environmental science; Landfill gas; Waste management; Environmental chemistry; Pulp and paper industry; Environmental engineering; Chemistry; Engineering","score_opus":0.007945897055176714,"score_gpt":0.20078423860112524,"score_spread":0.19283834154594853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200345819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995695,0.000084072366,0.00017169598,0.000003585256,0.0000023124567,0.0000070212777,0.00003688027,0.000004824204,0.000120243574],"genre_scores_gemma":[0.9986607,0.00013987452,0.00081612676,0.0000072810953,0.0000023803418,0.000010261872,0.00010418867,0.0000040008026,0.00025507086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997311,0.000051458108,0.0000230091,0.00004856545,0.0000896795,0.00005624232],"domain_scores_gemma":[0.99979573,0.000037433452,0.000057921032,0.000016670507,0.00005544126,0.000036795438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003157817,0.00037212702,0.00041318513,0.00031209708,0.00029318215,0.00036823333,0.00022859318,0.00024302563,0.0005939213],"category_scores_gemma":[0.00026696053,0.000115355106,0.00029351917,0.00027494362,0.00023437748,0.00019991814,0.00023678513,0.00019139846,0.00012808767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007349046,0.00010977321,0.0021872157,0.00011067553,0.000019410005,0.000049873197,0.000022826796,0.0004159117,0.99393785,0.0000131369225,0.000009405132,0.0023889348],"study_design_scores_gemma":[0.000009151968,0.0018578551,0.008212163,0.000006555066,0.000029278784,0.00005853476,0.000053345426,0.00042738696,0.98910207,0.000005958145,0.00023345498,0.000004248137],"about_ca_topic_score_codex":0.0015510648,"about_ca_topic_score_gemma":0.003345364,"teacher_disagreement_score":0.0015510648,"about_ca_system_score_codex":0.00023690143,"about_ca_system_score_gemma":0.00026510112,"threshold_uncertainty_score":0.0030841231},"labels":[],"label_agreement":null},{"id":"W3201566317","doi":"","title":"Physicohemical and Geotechnical Evaluation of Lime Treated Soils in New and Existing Industrial Applications","year":2020,"lang":"en","type":"article","venue":"OakTrust (Texas A&M University Libraries)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Lime; Soil water; Geotechnical engineering; Geology; Environmental science; Soil science","score_opus":0.0646460056708442,"score_gpt":0.2297477889506411,"score_spread":0.1651017832797969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201566317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730945,0.00030837374,0.00085439894,0.0000206513,0.0000059210884,0.000047042387,0.000272576,0.000014641842,0.0011670579],"genre_scores_gemma":[0.99309915,0.0007745885,0.0030154928,0.000033950895,0.000006933738,0.000040062114,0.0004273745,0.000012015312,0.0025902842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995291,0.000055904467,0.00002742083,0.000058846643,0.00027354556,0.000055205175],"domain_scores_gemma":[0.9996551,0.000045469613,0.000049707345,0.000014883504,0.00019663855,0.000038198075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005127095,0.00023286506,0.0002494446,0.00064594037,0.00046925154,0.0005549962,0.00027260283,0.0003398397,0.00065004046],"category_scores_gemma":[0.0005654174,0.000093941875,0.0002360559,0.00048036934,0.00037620225,0.00021862861,0.00023897286,0.00025486518,0.00013983781],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026672834,0.00010485814,0.008301134,0.00014540752,0.00002440001,0.00013874553,0.00014819387,0.000614608,0.9819308,0.00004702417,0.000056644243,0.008221499],"study_design_scores_gemma":[0.000008891162,0.0007807697,0.06443225,0.000013286166,0.00004006787,0.000107164706,0.000493169,0.0011593094,0.9305529,0.000026523127,0.0023692248,0.000016393855],"about_ca_topic_score_codex":0.0126116285,"about_ca_topic_score_gemma":0.031092672,"teacher_disagreement_score":0.0126116285,"about_ca_system_score_codex":0.0007549162,"about_ca_system_score_gemma":0.0005186467,"threshold_uncertainty_score":0.025076449},"labels":[],"label_agreement":null},{"id":"W3202328397","doi":"10.1016/j.geotexmem.2021.09.001","title":"Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications","year":2021,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science; Canada Foundation for Innovation","keywords":"Geomembrane; Geotextile; Materials science; Surface finish; Friction angle; Direct shear test; Geotechnical engineering; Surface roughness; Composite material; Shear (geology); Geology","score_opus":0.007180547332722213,"score_gpt":0.23721086249804738,"score_spread":0.23003031516532516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3202328397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901927,0.00026634207,0.0003006546,0.000011583116,0.000013183977,0.000008909825,0.00006860339,0.0000105777735,0.00030078218],"genre_scores_gemma":[0.9989164,0.0001627955,0.00032202108,0.000016443095,0.0000033992358,0.0000069627367,0.00005791652,0.0000065296426,0.00050748547],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995852,0.000068146786,0.000050651477,0.000056181794,0.00013973376,0.000100007695],"domain_scores_gemma":[0.9988887,0.0004609427,0.00017047516,0.00007580815,0.00034774377,0.000056391094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052010664,0.0002446922,0.00032927105,0.00019120947,0.00027485585,0.0005917549,0.00022160394,0.00044603914,0.0018799619],"category_scores_gemma":[0.0017114172,0.00018865241,0.0003156896,0.0002367727,0.00032540545,0.0006643986,0.00032658986,0.00051054545,0.00024092456],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018190689,0.00014803291,0.0030772486,0.00021218265,0.000036825084,0.000121898665,0.0002484199,0.002062339,0.9836961,0.00013865512,0.00012401967,0.00831521],"study_design_scores_gemma":[0.000015096253,0.00087608997,0.0073384554,0.000010653628,0.000039472012,0.000040142506,0.00021822636,0.0024826585,0.9882316,0.000032782267,0.0006981665,0.000016761516],"about_ca_topic_score_codex":0.0014698193,"about_ca_topic_score_gemma":0.0022519554,"teacher_disagreement_score":0.0018799619,"about_ca_system_score_codex":0.00030105232,"about_ca_system_score_gemma":0.00023890726,"threshold_uncertainty_score":0.006289065},"labels":[],"label_agreement":null},{"id":"W3206586932","doi":"","title":"Évaluation du comportement hydrogéologique et géochimique de recouvrements faits de matériaux miniers pour contrôler la contamination provenant de résidus miniers fortement réactifs","year":2020,"lang":"fr","type":"article","venue":"Depositum (Université du Québec en Abitibi-Témiscamingue)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Contamination; Biology; Ecology","score_opus":0.014787473654313902,"score_gpt":0.2051943819345622,"score_spread":0.19040690828024828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3206586932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98885506,0.0041273767,0.0043899803,0.00009692719,0.000054286877,0.00010253341,0.00043945707,0.000105536856,0.0018286404],"genre_scores_gemma":[0.9764996,0.0038253344,0.011469286,0.00007433522,0.000024604213,0.00015751329,0.0005532876,0.000058281144,0.007337735],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99935836,0.00007288153,0.000036077872,0.00013225412,0.00032975123,0.0000706923],"domain_scores_gemma":[0.99941945,0.000112596,0.00010924393,0.000033606317,0.00028696647,0.000038113827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005529502,0.0005065611,0.0008005957,0.00050388573,0.0003963063,0.00077029463,0.00044088275,0.00059674354,0.0013218084],"category_scores_gemma":[0.0006678304,0.00030340758,0.0006381244,0.00040614215,0.0002788034,0.0005036528,0.00026180514,0.000494047,0.00037454616],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029567684,0.00007925028,0.0014355287,0.0004008688,0.000028288217,0.00004344301,0.000066887136,0.00056491036,0.9865202,0.000049395458,0.0000989253,0.01041652],"study_design_scores_gemma":[0.000015815182,0.0018755621,0.0110262185,0.000036571422,0.00009755467,0.00008157951,0.00015562441,0.002124421,0.9799192,0.000043432952,0.004598979,0.000025081152],"about_ca_topic_score_codex":0.002811411,"about_ca_topic_score_gemma":0.0058592665,"teacher_disagreement_score":0.99718857,"about_ca_system_score_codex":0.00047126802,"about_ca_system_score_gemma":0.0004219752,"threshold_uncertainty_score":0.005590141},"labels":[],"label_agreement":null},{"id":"W3209607667","doi":"10.1139/cgj-2021-0239","title":"Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Hydraulic conductivity; Fly ash; Geotechnical engineering; Swelling; Materials science; Volume (thermodynamics); Calcium silicate hydrate; Mineralogy; Porosity; Composite material; Geology; Soil science; Thermodynamics; Soil water; Cement","score_opus":0.014141177276125358,"score_gpt":0.22208784924375236,"score_spread":0.207946671967627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209607667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99940515,0.000101964535,0.00026597676,0.000005105607,0.0000022948518,0.000004421321,0.00006812425,0.0000069401626,0.00014006265],"genre_scores_gemma":[0.9992387,0.00008577586,0.0003498575,0.0000052262117,0.0000013075912,0.000007468618,0.00007751849,0.000003064834,0.00023110832],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968433,0.000048208698,0.000033636705,0.000068861445,0.0001050268,0.000060035727],"domain_scores_gemma":[0.99971586,0.00006972686,0.00008425068,0.00001612421,0.00008023332,0.000033765074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003832885,0.00028326802,0.00023781456,0.0003620288,0.00020314613,0.00045135,0.00015359798,0.0002467165,0.00036524198],"category_scores_gemma":[0.0004174803,0.0001607793,0.00022868911,0.00030762103,0.00033091687,0.00044389858,0.00019888517,0.00028340335,0.00008187902],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019502678,0.00002565989,0.0026539227,0.000037384838,0.000010212738,0.000032961685,0.000087263055,0.00039615066,0.9948672,0.0000258642,0.000010805602,0.0016576524],"study_design_scores_gemma":[0.0000106348925,0.0006953822,0.045501016,0.0000070071483,0.00003671952,0.000058434824,0.00030742915,0.0028499726,0.94988865,0.00003900558,0.000575984,0.000029778292],"about_ca_topic_score_codex":0.005352646,"about_ca_topic_score_gemma":0.0100855725,"teacher_disagreement_score":0.005352646,"about_ca_system_score_codex":0.0005068999,"about_ca_system_score_gemma":0.00026332316,"threshold_uncertainty_score":0.010643005},"labels":[],"label_agreement":null},{"id":"W3211266486","doi":"10.1177/0734242x211045002","title":"A comparison between constitutive models for the municipal solid waste","year":2021,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Municipal solid waste; Creep; Stress (linguistics); Mathematical model; Constitutive equation; Material properties","score_opus":0.08446183207794325,"score_gpt":0.3675366702400324,"score_spread":0.2830748381620891,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211266486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49034676,0.0032133227,0.48181933,0.00055010495,0.00015086465,0.00021204562,0.0011252469,0.00061773445,0.021964647],"genre_scores_gemma":[0.95671564,0.0025607368,0.034986872,0.00007438653,0.000024643938,0.00030230038,0.0010512008,0.00013114516,0.004152968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990289,0.00016984362,0.00007481759,0.00011531959,0.000543127,0.00006792011],"domain_scores_gemma":[0.99880636,0.0005887606,0.00014386924,0.00015115547,0.00028561812,0.00002430008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013311501,0.00056078745,0.0005431682,0.0014921394,0.00032083035,0.0010552106,0.0013912587,0.0013670224,0.0010534939],"category_scores_gemma":[0.0027138314,0.00036969045,0.0015011515,0.00131933,0.00044195738,0.0014202327,0.00037440902,0.00042622024,0.0004340498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001784028,0.00022296162,0.009978044,0.00041238935,0.00006116371,0.00012429984,0.0002154951,0.8841947,0.022724431,0.01814317,0.0006700114,0.06307485],"study_design_scores_gemma":[0.000013433243,0.000114915245,0.0056741266,0.00007430405,0.00004798771,0.00012380378,0.00017275912,0.96938133,0.012590629,0.0051340745,0.0066206497,0.000051982228],"about_ca_topic_score_codex":0.0050163446,"about_ca_topic_score_gemma":0.0050610863,"teacher_disagreement_score":0.0050163446,"about_ca_system_score_codex":0.0014439938,"about_ca_system_score_gemma":0.0012501588,"threshold_uncertainty_score":0.010477006},"labels":[],"label_agreement":null},{"id":"W3214936409","doi":"10.1007/s11356-021-17566-4","title":"Methane oxidation in a landfill biowindow under wide seasonally fluctuating climatic conditions","year":2021,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"KGS Group (Canada); University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compost; Methane; Anaerobic oxidation of methane; Carbon dioxide; Environmental chemistry; Environmental science; Mesophile; Moisture; Chemistry; Relative humidity; Waste management; Meteorology; Geology","score_opus":0.03941888541593161,"score_gpt":0.3439058396010208,"score_spread":0.3044869541850892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214936409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960536,0.000011865946,0.0000687718,0.000009322574,0.0000037611615,0.0000028574386,0.00011717157,0.0000051971538,0.00017575016],"genre_scores_gemma":[0.999456,0.000017334478,0.00009612635,0.0000061142455,0.0000026939097,0.000005296972,0.0001670369,0.000003104728,0.00024622853],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999907,0.000011326577,0.0000050101917,0.000031968513,0.00001662998,0.000027939039],"domain_scores_gemma":[0.99991834,0.000024374112,0.000010483805,0.000006587223,0.000021351256,0.000018913117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020785198,0.00034288559,0.0005122594,0.00031099867,0.0009971937,0.0005969066,0.00032970012,0.0006170215,0.00071983994],"category_scores_gemma":[0.00012882764,0.00015504578,0.00048026448,0.00029632132,0.00034639196,0.00038586414,0.00027126528,0.00034451208,0.00013110829],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.01519433,0.0009684586,0.17914261,0.00013195741,0.00021090795,0.0015021933,0.00062337826,0.0137225,0.77805233,0.00020790444,0.00047129072,0.009772153],"study_design_scores_gemma":[0.00021578278,0.0025210292,0.6594681,0.000014427689,0.00020498423,0.00027226662,0.0020972043,0.07166272,0.26231545,0.00028607913,0.00087293773,0.00006897561],"about_ca_topic_score_codex":0.02138151,"about_ca_topic_score_gemma":0.02392414,"teacher_disagreement_score":0.02138151,"about_ca_system_score_codex":0.00063509226,"about_ca_system_score_gemma":0.00045510023,"threshold_uncertainty_score":0.042514086},"labels":[],"label_agreement":null},{"id":"W3214969588","doi":"10.2139/ssrn.3931403","title":"Ontario Septic Systems &amp;amp; Treatment Units with Soils -- Design, Installation, Troubleshooting","year":2015,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BIO (Canada); University of Waterloo","funders":"","keywords":"Troubleshooting; Engineering; Environmental science; Reliability engineering","score_opus":0.05252052577367268,"score_gpt":0.24207169212974128,"score_spread":0.1895511663560686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214969588","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6095893,0.002049288,0.18821031,0.0022589718,0.0003486312,0.006997778,0.009720536,0.012400656,0.16842449],"genre_scores_gemma":[0.73082197,0.0010576204,0.14047791,0.0002839509,0.00003614113,0.0010025153,0.0022776022,0.00056003814,0.12348227],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988493,0.00008369839,0.000046284265,0.00006397647,0.00085214066,0.00010457053],"domain_scores_gemma":[0.9989229,0.000121016135,0.00011799935,0.00011731165,0.0006385242,0.00008226833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046258792,0.00060473476,0.0002492197,0.000809943,0.0027516466,0.00091137114,0.00089521124,0.00041008336,0.018983474],"category_scores_gemma":[0.0012853722,0.000545626,0.00033706476,0.0009513162,0.00062901207,0.0005494242,0.00055191654,0.0005276705,0.00448131],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010363535,0.0005233649,0.05162424,0.0016169746,0.000038608523,0.0010222157,0.0017684974,0.019161785,0.21251163,0.0036094482,0.07665416,0.63043267],"study_design_scores_gemma":[0.0003004582,0.002377652,0.17922038,0.00028098264,0.00014068151,0.0014994647,0.0022372587,0.028704539,0.26368782,0.0014077909,0.51994723,0.00019572157],"about_ca_topic_score_codex":0.33036563,"about_ca_topic_score_gemma":0.70119035,"teacher_disagreement_score":0.66963434,"about_ca_system_score_codex":0.0069719222,"about_ca_system_score_gemma":0.018871002,"threshold_uncertainty_score":0.6568854},"labels":[],"label_agreement":null},{"id":"W380144437","doi":"10.1520/stp15277s","title":"Equation for Complete Compaction Curve of Fine-grained Soils and Its Applications","year":2000,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Compaction; Soil water; Geotechnical engineering; Geology; Soil science","score_opus":0.049903703310807755,"score_gpt":0.2545368321165822,"score_spread":0.20463312880577442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W380144437","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0062711546,0.0053466028,0.93084896,0.00058704114,0.0006409315,0.00019075784,0.0036236108,0.00263065,0.049860284],"genre_scores_gemma":[0.20616694,0.015218977,0.5991792,0.0008756212,0.0005469312,0.0009051352,0.009881785,0.0022629276,0.16496244],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995166,0.000046143596,0.00004023749,0.00010157775,0.0002680391,0.000027274644],"domain_scores_gemma":[0.99919575,0.00022248519,0.00007083458,0.0000676734,0.0004263466,0.000016935297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053458,0.0007903132,0.0006559526,0.0017996638,0.00038640824,0.0009509483,0.0014734511,0.001190622,0.015625808],"category_scores_gemma":[0.002225261,0.0003165383,0.00067057705,0.00214025,0.00049609435,0.0024059652,0.0005938239,0.0011242684,0.008963317],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071682465,0.00004893805,0.0033794977,0.0011154539,0.00002947844,0.00060817704,0.00044621606,0.10206209,0.02137619,0.33177945,0.0873232,0.45175958],"study_design_scores_gemma":[0.000017979504,0.00011144034,0.0049971947,0.00029549783,0.000036253194,0.003015961,0.00012779159,0.33612606,0.011780528,0.14315446,0.50020826,0.0001286126],"about_ca_topic_score_codex":0.0029166248,"about_ca_topic_score_gemma":0.0023958166,"teacher_disagreement_score":0.015625808,"about_ca_system_score_codex":0.00082083343,"about_ca_system_score_gemma":0.00086434744,"threshold_uncertainty_score":0.052273512},"labels":[],"label_agreement":null},{"id":"W4200094790","doi":"10.1520/gtj20210134","title":"Polymer Quantification Methods for Geosynthetic Clay Liners Enhanced with Anionic Polymers","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Polymer; Materials science; Bentonite; Carboxymethyl cellulose; Sodium; Polymer clay; Composite material; Composite number; Chemical engineering","score_opus":0.038257995805818054,"score_gpt":0.32747841688676266,"score_spread":0.2892204210809446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200094790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6956625,0.003069481,0.29543534,0.00014423781,0.00009132971,0.0005180288,0.000693746,0.0010972403,0.0032881675],"genre_scores_gemma":[0.6382928,0.002599803,0.3516604,0.00013285171,0.000027574504,0.0005362069,0.0006421238,0.00019321645,0.0059150597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99887055,0.00013405528,0.000052933774,0.00027310682,0.0006221709,0.00004709289],"domain_scores_gemma":[0.9986866,0.00030472988,0.00031550447,0.000068540845,0.0005672542,0.0000572966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009517596,0.0009437662,0.00023929687,0.0015241869,0.00026115298,0.00044755894,0.00052406755,0.00054661004,0.00090910535],"category_scores_gemma":[0.0013908871,0.00035797275,0.00032510652,0.0004871919,0.00040578513,0.0004236541,0.00044845106,0.0007221599,0.00036045842],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022468193,0.000009401413,0.00017925672,0.00004966115,0.0000049057194,0.000007865685,0.000019444285,0.00009149323,0.9971986,0.000028816818,0.000007824738,0.0023804083],"study_design_scores_gemma":[0.0000028349557,0.000045991987,0.0012100645,0.000011007076,0.000011223207,0.000028889974,0.000014695801,0.0013053464,0.9968702,0.000017308768,0.00047416895,0.000008353673],"about_ca_topic_score_codex":0.0012508811,"about_ca_topic_score_gemma":0.004042965,"teacher_disagreement_score":0.0015241869,"about_ca_system_score_codex":0.00058247015,"about_ca_system_score_gemma":0.0003234997,"threshold_uncertainty_score":0.005033493},"labels":[],"label_agreement":null},{"id":"W4200361905","doi":"10.1520/gtj20200168","title":"Challenges of the Filter Paper Suction Measurements in Geosynthetic Clay Liners: Effects of Method, Time, Capillarity, and Hysteresis","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Geotextile; Geotechnical engineering; Wetting; Suction; Materials science; Bentonite; Geosynthetics; Capillary action; Hysteresis; Geosynthetic clay liner; Composite material; Clogging; Environmental science; Geology; Soil water; Hydraulic conductivity; Soil science; Engineering","score_opus":0.04564833357885441,"score_gpt":0.2680025751732137,"score_spread":0.2223542415943593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200361905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90078574,0.0044678063,0.09044317,0.00044263544,0.00023199184,0.0002624939,0.00069808314,0.00056691596,0.0021011722],"genre_scores_gemma":[0.9551806,0.0010403701,0.04209743,0.0001901566,0.00006618575,0.00018524038,0.00020999536,0.00013095023,0.0008990714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99423933,0.0013783971,0.00036743708,0.0007471707,0.0030938694,0.00017381345],"domain_scores_gemma":[0.9903155,0.0049140295,0.0011660199,0.00085300894,0.0025830076,0.0001683682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0039054875,0.00065731845,0.0005240324,0.00098871,0.00051260466,0.0008993615,0.000782505,0.00076311885,0.0007899499],"category_scores_gemma":[0.007637607,0.00036763967,0.00028791087,0.0007263086,0.00078349333,0.00066605955,0.0007795321,0.00065325596,0.0003875731],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024430637,0.00006753281,0.013179059,0.00055153674,0.000068401954,0.00018976386,0.00046707893,0.0008105758,0.94963926,0.00014224889,0.00031903334,0.034321204],"study_design_scores_gemma":[0.0000133537205,0.00082909054,0.05650702,0.00009169878,0.00006703204,0.0006570754,0.0007196074,0.008751243,0.92811567,0.00035123117,0.0038383475,0.00005859494],"about_ca_topic_score_codex":0.0017770901,"about_ca_topic_score_gemma":0.004819584,"teacher_disagreement_score":0.0039054875,"about_ca_system_score_codex":0.00046351086,"about_ca_system_score_gemma":0.00037027575,"threshold_uncertainty_score":0.02065444},"labels":[],"label_agreement":null},{"id":"W4200387427","doi":"10.1139/cgj-2021-0346","title":"Hydraulic conductivity testing and destructive sampling of field-scale mine waste test piles","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Pile; Geotechnical engineering; Tailings; Geology; Soil water; Materials science; Soil science","score_opus":0.024345032384798793,"score_gpt":0.23425242556020143,"score_spread":0.20990739317540263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200387427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913789,0.000029727067,0.006568314,0.000012157664,0.0000046275513,0.00020946255,0.00038406195,0.00009460298,0.0013181913],"genre_scores_gemma":[0.9870034,0.000075631426,0.010318827,0.00003024866,0.000005725772,0.0002776704,0.0005030952,0.000022061864,0.0017634099],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99942905,0.00006901351,0.00004118612,0.00010423662,0.00028602692,0.000070414695],"domain_scores_gemma":[0.9991762,0.00014543597,0.00011247266,0.00006799054,0.000427973,0.00006999054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004173695,0.00052394695,0.00035900518,0.0009067691,0.00082562404,0.00035019495,0.0004987685,0.00036281673,0.0010212702],"category_scores_gemma":[0.0006877679,0.00018926445,0.00027367417,0.00083801534,0.0005190532,0.00031633585,0.0003827992,0.00028467938,0.000258255],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000373345,0.0003121237,0.017261619,0.00011629169,0.000010687968,0.00020122703,0.00044271996,0.0015690997,0.96999264,0.000100010206,0.0001197139,0.009500567],"study_design_scores_gemma":[0.000061359155,0.003478168,0.08828404,0.00002317209,0.00003707794,0.00041440327,0.0010320651,0.0054907734,0.8989622,0.00018226296,0.001985548,0.00004891498],"about_ca_topic_score_codex":0.006240422,"about_ca_topic_score_gemma":0.014376174,"teacher_disagreement_score":0.006240422,"about_ca_system_score_codex":0.00061567954,"about_ca_system_score_gemma":0.0006488205,"threshold_uncertainty_score":0.012408197},"labels":[],"label_agreement":null},{"id":"W4206361972","doi":"10.14195/2184-8394_110_1","title":"Advances and remaining challenges for geosynthetics in geoenvironmental engineering applications","year":2007,"lang":"en","type":"article","venue":"Geotecnia","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geosynthetics; Geomembrane; Leachate; Hydraulic conductivity; Geotechnical engineering; Composite number; Environmental science; Materials science; Engineering; Waste management; Composite material; Soil water","score_opus":0.007437802663701407,"score_gpt":0.22089884665331885,"score_spread":0.21346104398961746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206361972","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14812648,0.39240837,0.16091514,0.14548378,0.00165075,0.00015495012,0.00042884445,0.0007525851,0.15007915],"genre_scores_gemma":[0.5875423,0.22178294,0.12749042,0.0053719203,0.0022116525,0.00019596975,0.00044735486,0.00013982826,0.054817524],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985342,0.00064017705,0.0001021888,0.00016893247,0.00040443017,0.00015006062],"domain_scores_gemma":[0.99625933,0.0018873475,0.00029526433,0.00030696337,0.0009359636,0.00031518523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0069615073,0.0005497655,0.00050837477,0.00057594577,0.0008179757,0.0026880507,0.0017081172,0.0026340855,0.011844596],"category_scores_gemma":[0.0031684402,0.00021299579,0.00040245624,0.0011043882,0.0016851496,0.0045992634,0.0015735562,0.0010735036,0.0030939702],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022756941,0.00038338997,0.004371077,0.0023982027,0.000027601958,0.00054517004,0.0010399891,0.012933767,0.013275209,0.16202816,0.016442843,0.786327],"study_design_scores_gemma":[0.00003360822,0.0010109502,0.004417761,0.0013165901,0.000027819551,0.0015853377,0.008222691,0.013604295,0.020312808,0.18158922,0.7677776,0.0001013217],"about_ca_topic_score_codex":0.0010930222,"about_ca_topic_score_gemma":0.002150505,"teacher_disagreement_score":0.011844596,"about_ca_system_score_codex":0.0010646929,"about_ca_system_score_gemma":0.0023781091,"threshold_uncertainty_score":0.039624155},"labels":[],"label_agreement":null},{"id":"W4210435371","doi":"10.1016/j.soilbio.2022.108583","title":"Field study on the effect of vegetation on the performance of soil methanotrophy-based engineered systems – Column experiments","year":2022,"lang":"en","type":"article","venue":"Soil Biology and Biochemistry","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Topsoil; Soil water; Compost; Chemistry; Vegetation (pathology); Methane; Environmental chemistry; Soil science; Nitrogen; Environmental science; Agronomy; Biology","score_opus":0.007599786748564524,"score_gpt":0.22971087739838678,"score_spread":0.22211109064982226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210435371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933016,0.000023499379,0.00036254132,0.000011956461,0.0000048382244,0.000023165852,0.0001307231,0.000009447476,0.00010364734],"genre_scores_gemma":[0.99665004,0.000069694455,0.0019311039,0.000038192833,0.0000068351164,0.00006868576,0.00035518451,0.000009228617,0.0008709527],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996487,0.00006733171,0.00002631738,0.00012673392,0.000051213785,0.000079707745],"domain_scores_gemma":[0.999014,0.00035894633,0.00013078547,0.00013065072,0.00020643802,0.00015919315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056989567,0.0005985196,0.0005464293,0.00021026809,0.00068173354,0.00036836622,0.00052893144,0.0005187414,0.0011278249],"category_scores_gemma":[0.00052256364,0.00022835161,0.00048083204,0.00023976938,0.00046880936,0.0004973763,0.00039947656,0.00088545046,0.00020120473],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016318373,0.0015279455,0.0032352114,0.00007471701,0.000019090603,0.000054550343,0.00010952252,0.0007302686,0.99041957,0.000034978304,0.00006176485,0.0021006118],"study_design_scores_gemma":[0.00023695729,0.026410287,0.036346685,0.0000125092565,0.00009179743,0.000111774534,0.00035674337,0.0038679964,0.93128943,0.00011326295,0.001113403,0.000049143873],"about_ca_topic_score_codex":0.006083533,"about_ca_topic_score_gemma":0.006632371,"teacher_disagreement_score":0.006083533,"about_ca_system_score_codex":0.00072507723,"about_ca_system_score_gemma":0.0006268277,"threshold_uncertainty_score":0.012096286},"labels":[],"label_agreement":null},{"id":"W4210656847","doi":"10.1680/jgein.21.00049","title":"Moisture uptake and loss of GCLs subjected to thermal cycles from silty sand subgrade","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Subgrade; Geosynthetic clay liner; Geotextile; Geotechnical engineering; Bentonite; Water content; Geosynthetics; Moisture; Materials science; Composite material; Environmental science; Geology; Hydraulic conductivity; Soil water; Soil science","score_opus":0.009004645698539511,"score_gpt":0.2260211610787287,"score_spread":0.21701651538018918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210656847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995714,0.000034289293,0.00009365062,0.0000020135474,0.000001218083,0.0000028847105,0.00007992735,0.0000058409737,0.00020882282],"genre_scores_gemma":[0.99908125,0.000038193153,0.00014579527,0.000004656074,8.252892e-7,0.000004934246,0.00015858363,0.0000068419754,0.00055883464],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999052,0.000008162555,0.0000064694405,0.000021556145,0.000030347303,0.000028192402],"domain_scores_gemma":[0.99984896,0.000031787782,0.000036390134,0.000013836923,0.000040104846,0.000029028852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011968015,0.00023187579,0.00020986628,0.0002485126,0.00017060319,0.000215878,0.00014280692,0.00013435082,0.0014992044],"category_scores_gemma":[0.00029319443,0.00012505315,0.00017596624,0.00027234983,0.00022560406,0.00021148633,0.0001984669,0.00026575426,0.0001676096],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004287333,0.00003219393,0.0037641986,0.000026472082,0.000009136937,0.00006252341,0.00011669398,0.00044825443,0.99243027,0.000017133556,0.000017691851,0.002646774],"study_design_scores_gemma":[0.000005287781,0.00065248535,0.07093704,0.0000057704574,0.00002182988,0.000049701423,0.000225751,0.0014173661,0.9262667,0.000014581996,0.00039482652,0.000008694081],"about_ca_topic_score_codex":0.0031564466,"about_ca_topic_score_gemma":0.005238158,"teacher_disagreement_score":0.0031564466,"about_ca_system_score_codex":0.00020248667,"about_ca_system_score_gemma":0.00012887003,"threshold_uncertainty_score":0.0062761903},"labels":[],"label_agreement":null},{"id":"W4210858285","doi":"10.1680/jgein.21.00027a","title":"Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"High-density polyethylene; Welding; Materials science; Geotechnical engineering; Cracking; Geology; Geomembrane; Polyethylene; Mining engineering; Composite material","score_opus":0.006022995924006012,"score_gpt":0.20806900811605528,"score_spread":0.20204601219204926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210858285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995946,0.00004402989,0.00021217228,0.000001636483,7.586122e-7,0.0000022105874,0.000043191332,0.00000886732,0.000092564354],"genre_scores_gemma":[0.99913603,0.00003286509,0.0003605011,0.0000026741243,4.0604377e-7,0.000002621667,0.000072471405,0.000003416531,0.0003891381],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998524,0.000012739534,0.000013369061,0.00002751254,0.00007455966,0.000019348778],"domain_scores_gemma":[0.999605,0.00007788926,0.00011013159,0.000055234912,0.000117967706,0.000033776207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029468306,0.0001364604,0.00018195964,0.00033604237,0.00014933675,0.00014860847,0.00020841061,0.00029583497,0.0010547583],"category_scores_gemma":[0.00052465807,0.00012565056,0.00017992384,0.00019465214,0.00018407025,0.00019800212,0.00018673377,0.00013562213,0.0001327958],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023023054,0.000018944125,0.0087870695,0.000054955566,0.000011076049,0.00010534511,0.00018321825,0.0014527086,0.985187,0.000023251148,0.000019789042,0.003926501],"study_design_scores_gemma":[0.0000056447166,0.0012508635,0.14805718,0.000009709484,0.000020329964,0.00030208981,0.00033264107,0.0041459883,0.8452277,0.000030954117,0.00060109765,0.000015767175],"about_ca_topic_score_codex":0.00089034886,"about_ca_topic_score_gemma":0.0014775131,"teacher_disagreement_score":0.0010547583,"about_ca_system_score_codex":0.00014015178,"about_ca_system_score_gemma":0.000072448216,"threshold_uncertainty_score":0.0035285354},"labels":[],"label_agreement":null},{"id":"W4213189187","doi":"10.1680/jgein.21.00023a","title":"Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Geosynthetics; Geotextile; Leachate; Bentonite; Hydraulic conductivity; Geomembrane; Geotechnical engineering; Wetting; Materials science; Geogrid; Composite material; Environmental science; Chemistry; Geology; Soil water; Soil science; Environmental chemistry","score_opus":0.008891309021712222,"score_gpt":0.23310289846024412,"score_spread":0.2242115894385319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213189187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951434,0.000052816315,0.00020444296,0.000007649254,0.0000018018761,0.0000047923168,0.0000695289,0.000020993715,0.00012365503],"genre_scores_gemma":[0.9984592,0.00006866924,0.00062669325,0.000013027062,0.0000014883877,0.000010855191,0.00013853853,0.000015720665,0.0006657638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997558,0.000032109594,0.000018158833,0.000054406177,0.00008028467,0.00005928843],"domain_scores_gemma":[0.99972874,0.00005302515,0.000055096378,0.000027577853,0.0000804825,0.00005511577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040000735,0.00034276646,0.00041444172,0.00040395203,0.00036606292,0.00032010503,0.00027837206,0.00037573022,0.0009299696],"category_scores_gemma":[0.00044601192,0.00016759633,0.00028004806,0.00048170134,0.00035399734,0.00031789741,0.00037102556,0.00027317627,0.00024106151],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002942431,0.000044257034,0.001847999,0.00005053136,0.000009930534,0.00007137919,0.0001922381,0.000763047,0.99340653,0.000020854943,0.000028723858,0.003270205],"study_design_scores_gemma":[0.000009269846,0.000911954,0.017304892,0.0000071962736,0.000018691366,0.00006959589,0.00030576816,0.0014915407,0.97910553,0.000018996288,0.0007428721,0.000013823902],"about_ca_topic_score_codex":0.0037852745,"about_ca_topic_score_gemma":0.0073561426,"teacher_disagreement_score":0.0037852745,"about_ca_system_score_codex":0.00049186277,"about_ca_system_score_gemma":0.00024086575,"threshold_uncertainty_score":0.007526517},"labels":[],"label_agreement":null},{"id":"W4213324961","doi":"10.1139/cgj-2016-0648","title":"Award-winning papers published in 2015","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Forensic engineering; Geology; Engineering","score_opus":0.012618885465167352,"score_gpt":0.24346110932266257,"score_spread":0.23084222385749523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213324961","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004980264,0.03257371,0.0010544509,0.0338138,0.5490403,0.00072669005,0.012942885,0.00044735396,0.36442047],"genre_scores_gemma":[0.0066802446,0.008017971,0.00047310547,0.0029693982,0.013032232,0.00009277033,0.0059928917,0.00015373026,0.96258765],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9958988,0.00016536478,0.00018208697,0.00023431858,0.0026967912,0.00082266],"domain_scores_gemma":[0.9855898,0.00025985853,0.00028227884,0.00025533597,0.0081476495,0.0054650125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0039929287,0.0010962621,0.0014085042,0.0054198396,0.002554409,0.009880905,0.0020301398,0.0028252339,0.27960062],"category_scores_gemma":[0.007640622,0.00034082957,0.0010209958,0.003911976,0.00061705866,0.0028174813,0.0033848847,0.0018485317,0.1339053],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008411448,0.000044611043,0.0002187906,0.00020398197,0.000011725808,0.000047440048,0.000018210474,0.000036373476,0.0003058758,0.0013901715,0.9662131,0.03142556],"study_design_scores_gemma":[0.000020090863,0.0000318009,0.0014922669,0.00011624878,0.00001116107,0.000026133823,0.00009242388,0.00004217011,0.00022526347,0.0006399704,0.9972927,0.000009728138],"about_ca_topic_score_codex":0.009600267,"about_ca_topic_score_gemma":0.040381927,"teacher_disagreement_score":0.27960062,"about_ca_system_score_codex":0.006139928,"about_ca_system_score_gemma":0.015240955,"threshold_uncertainty_score":0.9353573},"labels":[],"label_agreement":null},{"id":"W4213435554","doi":"10.1007/s10064-022-02617-y","title":"Engineering properties of used motor oil-contaminated soil treated by sawdust and fiber","year":2022,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Sawdust; Compressive strength; Compaction; Motor oil; Shear strength (soil); Contamination; Geotechnical engineering; Soil water; Direct shear test; Environmental science; Materials science; Pulp and paper industry; Composite material; Shear (geology); Soil science; Geology; Engineering","score_opus":0.0034757359187461644,"score_gpt":0.13622189438797264,"score_spread":0.13274615846922647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213435554","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862826,0.00012394474,0.00020748728,0.000007688558,0.00000383298,0.0000045936845,0.00023328642,0.000003939024,0.0007869574],"genre_scores_gemma":[0.99855965,0.00012711546,0.00012952226,0.000006323591,0.0000014734181,0.0000036742006,0.00021139986,0.000003897468,0.00095699757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976975,0.000021427875,0.000023132145,0.000032235777,0.00010677147,0.00004666342],"domain_scores_gemma":[0.99971765,0.00008442915,0.000056611254,0.000011789209,0.00009693937,0.000032562755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015388869,0.0002834844,0.0002140579,0.00069495686,0.0003893499,0.0003625572,0.00019851365,0.00041655285,0.0017557048],"category_scores_gemma":[0.00031789194,0.00017313591,0.0003553524,0.00071906246,0.00022936365,0.00025903474,0.00017947251,0.00022389744,0.00022698838],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021719227,0.00015248767,0.040829502,0.00029021117,0.000073816605,0.0006643263,0.00021789421,0.0036850304,0.94315517,0.00014266022,0.00012345225,0.008493416],"study_design_scores_gemma":[0.00002220606,0.0011366635,0.19165967,0.000024887402,0.00010419723,0.00038003828,0.000995472,0.0038856636,0.80006933,0.00014180003,0.0015572247,0.000022843149],"about_ca_topic_score_codex":0.0056610354,"about_ca_topic_score_gemma":0.007622393,"teacher_disagreement_score":0.0056610354,"about_ca_system_score_codex":0.00029358742,"about_ca_system_score_gemma":0.00031567065,"threshold_uncertainty_score":0.011256158},"labels":[],"label_agreement":null},{"id":"W4220779793","doi":"10.1016/j.geotexmem.2022.03.010","title":"A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade","year":2022,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rectangle; Geomembrane; Tailings; Square (algebra); Materials science; Leakage (economics); Subgrade; Geotechnical engineering; Composite material; Geometry; Geology; Mathematics; Metallurgy","score_opus":0.006541823161006658,"score_gpt":0.20311018807698877,"score_spread":0.19656836491598212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220779793","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008830806,0.00021033012,0.9773177,0.00050150655,0.00017443017,0.00015560995,0.00017750497,0.00030987902,0.01232224],"genre_scores_gemma":[0.35731968,0.001358068,0.5183622,0.00068204344,0.00029086205,0.0006481931,0.0007188374,0.0005115275,0.12010857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993942,0.00006400332,0.000029457264,0.00020994365,0.00020801011,0.00009439737],"domain_scores_gemma":[0.99974805,0.00002948608,0.000030107036,0.000053173386,0.000122638,0.000016530257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077633216,0.0014864306,0.0012036791,0.0009288494,0.0007458108,0.0014395377,0.0022010189,0.003152915,0.007777077],"category_scores_gemma":[0.0011094005,0.0004376197,0.0019357365,0.0005638435,0.0008022938,0.001963966,0.0024078933,0.0014364012,0.0022020284],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001123633,0.00020252136,0.0016375859,0.0011941026,0.00013141248,0.0009719407,0.00028282616,0.5438263,0.083887674,0.21879286,0.011687219,0.13727313],"study_design_scores_gemma":[0.000049923205,0.00016295484,0.0006106173,0.0000942934,0.00009390733,0.0006561221,0.00019810686,0.89458454,0.017493587,0.05962483,0.026373604,0.000057476544],"about_ca_topic_score_codex":0.0021882546,"about_ca_topic_score_gemma":0.0025314617,"teacher_disagreement_score":0.007777077,"about_ca_system_score_codex":0.000872728,"about_ca_system_score_gemma":0.00148531,"threshold_uncertainty_score":0.026016891},"labels":[],"label_agreement":null},{"id":"W4221009399","doi":"10.1061/9780784484036.009","title":"Heat Loss in Landfills as a Function of Landfill Size","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Environmental science; Leachate; Geothermal gradient; Volume (thermodynamics); Heat generation; Geotechnical engineering; Waste management; Environmental engineering; Soil science; Geology; Thermodynamics; Engineering","score_opus":0.0052474810705483875,"score_gpt":0.21069340154688537,"score_spread":0.20544592047633697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221009399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801826,0.000028468912,0.00096508884,0.00001209142,0.0000017865573,0.0000052370506,0.00020201977,0.00007470099,0.0006923127],"genre_scores_gemma":[0.9993506,0.000016459579,0.00022654998,0.0000023630935,4.4296743e-7,0.000006379379,0.00014090144,0.000009086342,0.00024717252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997873,0.00004049804,0.000012771816,0.000040408075,0.000047718124,0.00007135874],"domain_scores_gemma":[0.99916875,0.00049210736,0.00011583906,0.00006996807,0.00010670556,0.00004658092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049317256,0.00037975147,0.00040678206,0.0004077439,0.00029273078,0.00065254036,0.00032111033,0.00033828197,0.0014047034],"category_scores_gemma":[0.0010117114,0.0002457148,0.00055912946,0.0007672518,0.00039481698,0.00061235554,0.0003132731,0.0002264143,0.00018923703],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009394997,0.00011746563,0.08663218,0.00007125119,0.00005900941,0.00025890383,0.00014902346,0.8746464,0.029256888,0.00035629305,0.00023838808,0.007274656],"study_design_scores_gemma":[0.00008823584,0.0011910079,0.16895771,0.000025377389,0.0001082803,0.00028181652,0.0010511435,0.75555384,0.07074903,0.0008137374,0.001101518,0.00007833106],"about_ca_topic_score_codex":0.0057802,"about_ca_topic_score_gemma":0.005099898,"teacher_disagreement_score":0.0057802,"about_ca_system_score_codex":0.00067575136,"about_ca_system_score_gemma":0.0003630167,"threshold_uncertainty_score":0.011493087},"labels":[],"label_agreement":null},{"id":"W4224314958","doi":"10.3390/app12094276","title":"Experimental Characterization of the Engineering Properties of Landfill Compost-Biocover","year":2022,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Compost; Hydraulic conductivity; Environmental science; Methane; Water content; Waste management; Environmental engineering; Soil science; Soil water; Geotechnical engineering; Chemistry; Engineering","score_opus":0.012329565702426347,"score_gpt":0.18279469772849305,"score_spread":0.1704651320260667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224314958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986719,0.0000605233,0.00081477774,0.0000039461706,0.0000029498542,0.000013821925,0.00013621534,0.000010781746,0.0002851856],"genre_scores_gemma":[0.9986161,0.00007075422,0.0007868011,0.0000033828164,0.0000018708893,0.000018312638,0.00015992389,0.0000064302044,0.00033629732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975795,0.000034013032,0.000022749387,0.000044979402,0.00009414291,0.00004609298],"domain_scores_gemma":[0.9996538,0.00008888077,0.00008682417,0.00004837449,0.000089532004,0.0000325306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028764858,0.00031621524,0.0002324848,0.00023243559,0.00025688394,0.00026134204,0.00013192595,0.00024555906,0.0010775713],"category_scores_gemma":[0.0003879936,0.00008383152,0.00016934988,0.00037749845,0.00023642168,0.00024868184,0.00018997499,0.0002123805,0.00013520558],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018414091,0.000109415385,0.0010550178,0.000049488164,0.0000050323397,0.00003903168,0.000027445825,0.0005949918,0.99630797,0.00003790563,0.000008960222,0.0015807928],"study_design_scores_gemma":[0.0000036460085,0.0006400421,0.0039870553,0.000003155577,0.00000899291,0.000036189103,0.000036500944,0.0008072902,0.9942145,0.000016069893,0.00024354568,0.0000031005304],"about_ca_topic_score_codex":0.0005088157,"about_ca_topic_score_gemma":0.00079385313,"teacher_disagreement_score":0.0010775713,"about_ca_system_score_codex":0.00019122462,"about_ca_system_score_gemma":0.00017270917,"threshold_uncertainty_score":0.0036048293},"labels":[],"label_agreement":null},{"id":"W4225324848","doi":"10.1139/cgj-2021-0552","title":"Field and laboratory investigation of factors affecting GCL performance in the Antarctic environment","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Hydraulic conductivity; Meltwater; Subgrade; Geotechnical engineering; Leachate; Water content; Tap water; Environmental science; Geology; Snow; Soil science; Chemistry; Environmental engineering; Environmental chemistry; Soil water; Geomorphology","score_opus":0.009815581623443311,"score_gpt":0.1910317372142655,"score_spread":0.1812161555908222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225324848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980799,0.000082189814,0.00089261174,0.000015508847,0.000004839924,0.000081923194,0.00033642314,0.000013116725,0.0004933957],"genre_scores_gemma":[0.9927214,0.00028009867,0.00451227,0.00007110128,0.000008414174,0.00018273116,0.00060305547,0.000016499687,0.0016044652],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99967504,0.00006291854,0.0000248722,0.00009222487,0.00010506799,0.00003981429],"domain_scores_gemma":[0.99951315,0.000074471274,0.00014876162,0.000048966118,0.00015814658,0.00005642796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037367304,0.00048149133,0.00028642884,0.00025047507,0.00047034555,0.0004882572,0.0004198904,0.00032883935,0.0008571388],"category_scores_gemma":[0.00047852413,0.0001683377,0.00030504222,0.00033644532,0.00041214816,0.00022591639,0.00043023855,0.0003508765,0.00023107488],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030401943,0.00015627059,0.014030092,0.00009797768,0.000028389511,0.00009180377,0.00027231497,0.00044352884,0.9815802,0.000020945175,0.000047681613,0.0029268118],"study_design_scores_gemma":[0.00002943439,0.008376214,0.16746853,0.0000278507,0.00012880331,0.00026471098,0.0014528973,0.0019598128,0.8180901,0.0000770655,0.0020784808,0.00004602085],"about_ca_topic_score_codex":0.006637128,"about_ca_topic_score_gemma":0.011775834,"teacher_disagreement_score":0.006637128,"about_ca_system_score_codex":0.00050157454,"about_ca_system_score_gemma":0.00046197648,"threshold_uncertainty_score":0.013197005},"labels":[],"label_agreement":null},{"id":"W4229816830","doi":"10.22215/etd/2007-06516","title":"Effect of salinity on biodegradation of MSW in bioreactor landfills","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Canadian Heritage; Library and Archives Canada","funders":"","keywords":"Environmental science; Biodegradation; Waste management; Environmental engineering; Engineering; Chemistry","score_opus":0.0072124111632060825,"score_gpt":0.2990616382497098,"score_spread":0.29184922708650374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229816830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986034,0.00031180872,0.00026303442,0.000047468788,0.00001857609,0.000012698418,0.00013911475,0.0000074920886,0.000596426],"genre_scores_gemma":[0.99787354,0.00030066542,0.00037949788,0.00003622488,0.0000051452575,0.0000098362,0.0002034565,0.000006027584,0.0011856623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996151,0.00009362809,0.000060730228,0.000053082964,0.000093991584,0.00008341842],"domain_scores_gemma":[0.9995535,0.00012753112,0.00007308838,0.000028738637,0.00015920759,0.000057974084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003354846,0.00029473394,0.00033925602,0.00015103359,0.00018916902,0.0005308322,0.00017008619,0.00033900933,0.0010769607],"category_scores_gemma":[0.000770823,0.00016462784,0.0004252572,0.00018377337,0.00017964406,0.00035377283,0.00026923802,0.00037300878,0.00033458215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002128388,0.00017073966,0.0035354472,0.000091442744,0.00003384686,0.00008012227,0.00013084812,0.00064516225,0.98692805,0.0000313181,0.00007434484,0.006150266],"study_design_scores_gemma":[0.000017772381,0.001591526,0.0059300545,0.000012099916,0.000025076391,0.000030810002,0.00014109876,0.0010014103,0.9908312,0.000022761635,0.00038580163,0.000010486146],"about_ca_topic_score_codex":0.0058322004,"about_ca_topic_score_gemma":0.0050594676,"teacher_disagreement_score":0.0058322004,"about_ca_system_score_codex":0.0004706451,"about_ca_system_score_gemma":0.0005038941,"threshold_uncertainty_score":0.011596501},"labels":[],"label_agreement":null},{"id":"W4230175259","doi":"10.32920/ryerson.14665527.v1","title":"Landfill gas extraction and purification technologies","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Landfill gas; Extraction (chemistry); Greenhouse gas; Engineering; Waste management; Methane; Environmental science; Environmental engineering; Municipal solid waste; Chemistry","score_opus":0.015734525791575017,"score_gpt":0.24797488443436988,"score_spread":0.23224035864279485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230175259","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40165335,0.12052736,0.3208686,0.0032929769,0.0005243137,0.001046736,0.0062186234,0.0030686883,0.14279933],"genre_scores_gemma":[0.79883546,0.061419178,0.087484725,0.0005694475,0.00018300385,0.00044560214,0.0035206173,0.00015360025,0.047388334],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993161,0.000072079754,0.0000363586,0.00008439885,0.0004193761,0.00007173748],"domain_scores_gemma":[0.99987805,0.0000263695,0.000022893313,0.000015898862,0.000050583083,0.0000062365666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056162034,0.00048450628,0.00039927344,0.0011267156,0.00053938734,0.0012093276,0.00049041025,0.0007379284,0.0038917752],"category_scores_gemma":[0.00032544733,0.00020762281,0.00053377904,0.0021027215,0.00030330807,0.0013936848,0.00045802922,0.00045626436,0.0025388761],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032342045,0.00030204488,0.005298387,0.0069912137,0.00006657236,0.00075721403,0.00041781133,0.013462506,0.36514342,0.021016674,0.00801197,0.5782088],"study_design_scores_gemma":[0.00002085039,0.00035080264,0.0042884285,0.00032151252,0.00006346907,0.0010971593,0.00035659742,0.00969704,0.7226145,0.006112295,0.25503632,0.000041039137],"about_ca_topic_score_codex":0.0015022963,"about_ca_topic_score_gemma":0.0021662342,"teacher_disagreement_score":0.0038917752,"about_ca_system_score_codex":0.0010027632,"about_ca_system_score_gemma":0.000819611,"threshold_uncertainty_score":0.013019264},"labels":[],"label_agreement":null},{"id":"W4231298454","doi":"10.32920/ryerson.14665527","title":"Landfill gas extraction and purification technologies","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Landfill gas; Extraction (chemistry); Greenhouse gas; Waste management; Engineering; Methane; Environmental science; Environmental engineering; Municipal solid waste; Chemistry","score_opus":0.015734525791575017,"score_gpt":0.24797488443436988,"score_spread":0.23224035864279485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231298454","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40165335,0.12052736,0.3208686,0.0032929769,0.0005243137,0.001046736,0.0062186234,0.0030686883,0.14279933],"genre_scores_gemma":[0.79883546,0.061419178,0.087484725,0.0005694475,0.00018300385,0.00044560214,0.0035206173,0.00015360025,0.047388334],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993161,0.000072079754,0.0000363586,0.00008439885,0.0004193761,0.00007173748],"domain_scores_gemma":[0.99987805,0.0000263695,0.000022893313,0.000015898862,0.000050583083,0.0000062365666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056162034,0.00048450628,0.00039927344,0.0011267156,0.00053938734,0.0012093276,0.00049041025,0.0007379284,0.0038917752],"category_scores_gemma":[0.00032544733,0.00020762281,0.00053377904,0.0021027215,0.00030330807,0.0013936848,0.00045802922,0.00045626436,0.0025388761],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032342045,0.00030204488,0.005298387,0.0069912137,0.00006657236,0.00075721403,0.00041781133,0.013462506,0.36514342,0.021016674,0.00801197,0.5782088],"study_design_scores_gemma":[0.00002085039,0.00035080264,0.0042884285,0.00032151252,0.00006346907,0.0010971593,0.00035659742,0.00969704,0.7226145,0.006112295,0.25503632,0.000041039137],"about_ca_topic_score_codex":0.0015022963,"about_ca_topic_score_gemma":0.0021662342,"teacher_disagreement_score":0.0038917752,"about_ca_system_score_codex":0.0010027632,"about_ca_system_score_gemma":0.000819611,"threshold_uncertainty_score":0.013019264},"labels":[],"label_agreement":null},{"id":"W4231428546","doi":"10.22215/etd/2015-11100","title":"A Quasi-Thermal-Mechanical-Biological Model of the Ste-Sophie, QC Landfill","year":2015,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Multiphysics; Heat generation; Thermal; Environmental science; Thermal conductivity; Landfill gas; Settlement (finance); Waste heat; Anaerobic exercise; Nuclear engineering; Waste management; Materials science; Mechanics; Mechanical engineering; Thermodynamics; Engineering; Composite material; Municipal solid waste; Finite element method; Physics; Computer science","score_opus":0.037254158408403654,"score_gpt":0.26424535356958495,"score_spread":0.2269911951611813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231428546","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67854506,0.00063254946,0.22313698,0.0015366378,0.0001773193,0.0005982986,0.008432489,0.0007772118,0.08616347],"genre_scores_gemma":[0.95738345,0.00037400014,0.013958583,0.00010784864,0.000018703038,0.00061293825,0.0008969564,0.0000675139,0.026580088],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999813,0.00002053157,0.0000061813203,0.00004769137,0.00006738068,0.000045234272],"domain_scores_gemma":[0.99987316,0.000031614833,0.000019672074,0.000013284325,0.00004223191,0.000020103927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023313072,0.000591712,0.0006139784,0.00037169748,0.0009851087,0.0011083769,0.001990542,0.0014364963,0.0042606113],"category_scores_gemma":[0.00027723872,0.00039284368,0.00065008685,0.0005802659,0.00092929066,0.0004426263,0.0006727993,0.00055964,0.0007384918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045271605,0.000056084904,0.0014831403,0.00005761628,0.000009216186,0.00019196766,0.00008263775,0.97985154,0.011574647,0.004367945,0.0005100176,0.0017699839],"study_design_scores_gemma":[0.000021194717,0.00003158561,0.0016329201,0.000008392083,0.000007332624,0.000030259494,0.000052232688,0.9952053,0.0011270937,0.00053260446,0.0013360674,0.000014988396],"about_ca_topic_score_codex":0.16377598,"about_ca_topic_score_gemma":0.08123683,"teacher_disagreement_score":0.836224,"about_ca_system_score_codex":0.0030600398,"about_ca_system_score_gemma":0.0044551613,"threshold_uncertainty_score":0.3256454},"labels":[],"label_agreement":null},{"id":"W4232528728","doi":"10.32920/ryerson.14646534","title":"Decomposition of High Organic and Moisture Content Municipal Solid Waste in Bioreactor Landfills","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Leachate; Biodegradation; Biosolids; Bioreactor; Anaerobic exercise; Bioreactor landfill; Waste management; Environmental science; Municipal solid waste; Moisture; Pulp and paper industry; Decomposition; Water content; Environmental chemistry; Environmental engineering; Chemistry; Engineering; Biology","score_opus":0.01831208596941218,"score_gpt":0.2509647006997312,"score_spread":0.232652614730319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232528728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999255,0.00015337132,0.00039676242,0.000007895274,0.0000029534351,0.000003994999,0.00003286734,0.00000890931,0.0001382088],"genre_scores_gemma":[0.99841714,0.00020130086,0.00073265965,0.000010533337,0.0000025530821,0.000008691898,0.00012280926,0.000004803126,0.0004995066],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999808,0.00003791341,0.000015642026,0.000030939656,0.000054934106,0.000052593397],"domain_scores_gemma":[0.99992836,0.000013955283,0.000020093674,0.000005045985,0.000017985692,0.000014468443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003901666,0.00041721092,0.0003844797,0.00029850836,0.0002511638,0.00038565582,0.0001793408,0.00030774542,0.0003838463],"category_scores_gemma":[0.00023048055,0.0001382703,0.00048667993,0.00026485304,0.00019777835,0.00028648184,0.0002237342,0.00026970793,0.00020755353],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017845778,0.00004372124,0.0012174726,0.000030167239,0.0000070770816,0.000058708705,0.00004525712,0.00033552144,0.99675554,0.000018022702,0.000011091219,0.0012989017],"study_design_scores_gemma":[0.000009926259,0.0006286223,0.008882264,0.0000056242443,0.000017173428,0.00007843886,0.00012396488,0.0019906324,0.9879198,0.0000242023,0.00031222717,0.000007132686],"about_ca_topic_score_codex":0.0040560057,"about_ca_topic_score_gemma":0.0031553663,"teacher_disagreement_score":0.0040560057,"about_ca_system_score_codex":0.0004395202,"about_ca_system_score_gemma":0.00029952382,"threshold_uncertainty_score":0.008064806},"labels":[],"label_agreement":null},{"id":"W4234126615","doi":"10.32920/ryerson.14646534.v1","title":"Decomposition of High Organic and Moisture Content Municipal Solid Waste in Bioreactor Landfills","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Leachate; Biodegradation; Biosolids; Bioreactor; Anaerobic exercise; Bioreactor landfill; Waste management; Environmental science; Municipal solid waste; Moisture; Pulp and paper industry; Decomposition; Water content; Environmental chemistry; Chemistry; Environmental engineering; Engineering","score_opus":0.01831208596941218,"score_gpt":0.2509647006997312,"score_spread":0.232652614730319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234126615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999255,0.00015337132,0.00039676242,0.000007895274,0.0000029534351,0.000003994999,0.00003286734,0.00000890931,0.0001382088],"genre_scores_gemma":[0.99841714,0.00020130086,0.00073265965,0.000010533337,0.0000025530821,0.000008691898,0.00012280926,0.000004803126,0.0004995066],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999808,0.00003791341,0.000015642026,0.000030939656,0.000054934106,0.000052593397],"domain_scores_gemma":[0.99992836,0.000013955283,0.000020093674,0.000005045985,0.000017985692,0.000014468443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003901666,0.00041721092,0.0003844797,0.00029850836,0.0002511638,0.00038565582,0.0001793408,0.00030774542,0.0003838463],"category_scores_gemma":[0.00023048055,0.0001382703,0.00048667993,0.00026485304,0.00019777835,0.00028648184,0.0002237342,0.00026970793,0.00020755353],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017845778,0.00004372124,0.0012174726,0.000030167239,0.0000070770816,0.000058708705,0.00004525712,0.00033552144,0.99675554,0.000018022702,0.000011091219,0.0012989017],"study_design_scores_gemma":[0.000009926259,0.0006286223,0.008882264,0.0000056242443,0.000017173428,0.00007843886,0.00012396488,0.0019906324,0.9879198,0.0000242023,0.00031222717,0.000007132686],"about_ca_topic_score_codex":0.0040560057,"about_ca_topic_score_gemma":0.0031553663,"teacher_disagreement_score":0.0040560057,"about_ca_system_score_codex":0.0004395202,"about_ca_system_score_gemma":0.00029952382,"threshold_uncertainty_score":0.008064806},"labels":[],"label_agreement":null},{"id":"W4234272806","doi":"10.22215/etd/2012-07085","title":"Heat budget for an anaerobic bioreactor landfill in Sainte-Sophie, Quebec, Canada","year":2012,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Library and Archives Canada","funders":"","keywords":"Environmental science","score_opus":0.01080725327397102,"score_gpt":0.23965872122633763,"score_spread":0.2288514679523666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234272806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874042,0.0001946053,0.0004780786,0.00020590182,0.000011124557,0.000055570352,0.0042812796,0.000047602334,0.0073214876],"genre_scores_gemma":[0.99193734,0.000119629236,0.00023494932,0.000031074404,0.0000017813622,0.000015572914,0.0011311168,0.000011381507,0.0065171686],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99980336,0.000009252272,0.0000080721775,0.000035142675,0.0000661313,0.00007796551],"domain_scores_gemma":[0.9998505,0.000012882674,0.000008516341,0.0000035332814,0.000102133105,0.00002246922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023759971,0.00045874997,0.000510569,0.0005885406,0.0027671577,0.0010740242,0.00075240905,0.0004985459,0.0050449856],"category_scores_gemma":[0.0002239647,0.0002754747,0.00039911663,0.00095871463,0.0003960678,0.00036441113,0.00033086422,0.00035130966,0.0004713502],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00355913,0.0004911278,0.54849946,0.00046539417,0.00036061133,0.002540885,0.002265907,0.28696895,0.07361019,0.0027377657,0.023574045,0.054926574],"study_design_scores_gemma":[0.00017490277,0.00030250158,0.8304227,0.00010669001,0.00013794341,0.00012448822,0.0052521173,0.13765724,0.014273706,0.00028982328,0.011136991,0.00012080847],"about_ca_topic_score_codex":0.9923592,"about_ca_topic_score_gemma":0.9954959,"teacher_disagreement_score":0.028547816,"about_ca_system_score_codex":0.028547816,"about_ca_system_score_gemma":0.013782246,"threshold_uncertainty_score":0.2071299},"labels":[],"label_agreement":null},{"id":"W4234833765","doi":"10.1680/gein.2011.18.6.391","title":"Systems engineering: the design and operation of municipal solid waste landfills to minimize contamination of groundwater","year":2011,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Zhejiang University; Ontario Innovation Trust","keywords":"Geomembrane; Leachate; Geosynthetics; Containment (computer programming); Municipal solid waste; Waste management; Hazardous waste; Environmental science; Geosynthetic clay liner; Context (archaeology); Groundwater; Engineering; Geotechnical engineering; Environmental engineering; Geology; Soil water","score_opus":0.025056647629587956,"score_gpt":0.22441891904625524,"score_spread":0.1993622714166673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234833765","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28816655,0.00069260376,0.6991983,0.00066790305,0.00005864073,0.000464126,0.00009699678,0.000972925,0.009681842],"genre_scores_gemma":[0.9520682,0.00018397538,0.045789786,0.00003866608,0.0000075830485,0.00015614413,0.000056075616,0.00002795756,0.0016715371],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990363,0.0004978905,0.00004320296,0.000097628814,0.00021999335,0.000104985236],"domain_scores_gemma":[0.99950624,0.00020056085,0.00006904498,0.00003451513,0.00015770135,0.00003197649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012800747,0.00048342836,0.0003518459,0.00036008816,0.00062803715,0.001045973,0.000547551,0.0004757763,0.001994779],"category_scores_gemma":[0.0015857092,0.00029473504,0.00045725534,0.0002940592,0.00067788287,0.0006809228,0.00065269985,0.00032897294,0.00026304362],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003967456,0.00019163742,0.0050561265,0.0006800554,0.00015167997,0.0002535911,0.00048747752,0.8040436,0.07516532,0.012853457,0.00094271486,0.099777594],"study_design_scores_gemma":[0.00018509064,0.0024212524,0.005274673,0.00010889118,0.00019244068,0.00020789076,0.00076509226,0.8681928,0.09093238,0.015778713,0.015893644,0.000047163754],"about_ca_topic_score_codex":0.0024682623,"about_ca_topic_score_gemma":0.0034573905,"teacher_disagreement_score":0.0024682623,"about_ca_system_score_codex":0.0008916903,"about_ca_system_score_gemma":0.0019907402,"threshold_uncertainty_score":0.0067697167},"labels":[],"label_agreement":null},{"id":"W4235344827","doi":"10.2172/1466404","title":"E Tunnel Wastewater Disposal System Quarterly Monitoring Report Nevada National Security Site, Nevada Water Pollution Control Permit NEV 96021, Second Quarter 2018","year":2018,"lang":"en","type":"report","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Pollution; Quarter (Canadian coin); Wastewater; Sampling (signal processing); Environmental engineering; Engineering; Geography; Archaeology; Telecommunications","score_opus":0.012974064565797161,"score_gpt":0.24155699132142763,"score_spread":0.22858292675563047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235344827","genre_codex":"dataset","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.068687506,0.001487032,0.006951898,0.0036520127,0.0011210607,0.00290421,0.5491549,0.0017736987,0.36426768],"genre_scores_gemma":[0.07842919,0.0031038874,0.016670752,0.0006342104,0.00014149785,0.0018384946,0.4159956,0.00048698997,0.4826994],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99851197,0.00010024103,0.000079151956,0.00012917956,0.0011202218,0.000059278347],"domain_scores_gemma":[0.9970963,0.00014457347,0.00022734904,0.00008993772,0.00233019,0.00011158355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013500731,0.0004850492,0.00019565884,0.0019519588,0.00072127953,0.000999555,0.00072198204,0.00041494894,0.031873126],"category_scores_gemma":[0.0020646201,0.00037382983,0.00014611467,0.0011892307,0.00015148689,0.0006922942,0.00047039104,0.00059983507,0.008784339],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028151504,0.00054920657,0.026722146,0.00033627328,0.000019181874,0.0001716031,0.00019920549,0.0008326106,0.0062920777,0.0013229469,0.88791573,0.07535757],"study_design_scores_gemma":[0.00007438765,0.00019001079,0.0693608,0.00018651896,0.000015848818,0.00008982873,0.0006316023,0.00094950787,0.007986398,0.0004187102,0.92007047,0.000025793785],"about_ca_topic_score_codex":0.1543177,"about_ca_topic_score_gemma":0.24465157,"teacher_disagreement_score":0.1543177,"about_ca_system_score_codex":0.0016325332,"about_ca_system_score_gemma":0.010003172,"threshold_uncertainty_score":0.30683893},"labels":[],"label_agreement":null},{"id":"W4235495434","doi":"10.32920/ryerson.14652789","title":"Modeling of Methane Gas Generation and Emissions from Landfills","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Department for Environment, Food and Rural Affairs, UK Government; U.S. Environmental Protection Agency","keywords":"Methane; Landfill gas; Methane gas; Municipal solid waste; Cellulose; Environmental science; Methane emissions; Natural gas; Greenhouse gas; Moisture; Environmental engineering; Waste management; Chemistry; Engineering; Geology; Organic chemistry","score_opus":0.03686273079887859,"score_gpt":0.25823842147336323,"score_spread":0.22137569067448465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235495434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7759945,0.0013625108,0.18780251,0.0005520693,0.000090014255,0.00019790514,0.0039529577,0.0010876072,0.02896005],"genre_scores_gemma":[0.98558784,0.00041203885,0.0077266754,0.000019922245,0.000011541597,0.00012313538,0.0007523914,0.000046607307,0.0053199176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982774,0.00004586314,0.000009392927,0.00003380159,0.000039646482,0.00004348621],"domain_scores_gemma":[0.9998894,0.000052816536,0.00001609419,0.000007491134,0.000025285979,0.000008941975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033556297,0.00070836593,0.0006271462,0.0004889894,0.00045433844,0.00093545625,0.00087320205,0.0011807842,0.0013118321],"category_scores_gemma":[0.000438879,0.00035733514,0.0008137717,0.0007693318,0.000293048,0.00090311293,0.00046245102,0.00050164864,0.00028006086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024126064,0.000015728338,0.0013785465,0.000029279336,0.000011405729,0.000057763653,0.000015044669,0.99433666,0.0008993784,0.0014123553,0.000103016086,0.0017167557],"study_design_scores_gemma":[0.000007216467,0.000022232163,0.0005913898,0.000005113597,0.000008604579,0.000014908129,0.000023810993,0.9968119,0.0010135381,0.000829887,0.0006643995,0.0000070133087],"about_ca_topic_score_codex":0.03168586,"about_ca_topic_score_gemma":0.01582748,"teacher_disagreement_score":0.03168586,"about_ca_system_score_codex":0.001437871,"about_ca_system_score_gemma":0.0014842765,"threshold_uncertainty_score":0.063002825},"labels":[],"label_agreement":null},{"id":"W4235951306","doi":"10.1139/cgj-2019-0789","title":"2019 Awards","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Forensic engineering; Geology; Engineering","score_opus":0.012704989285504321,"score_gpt":0.20954932232370962,"score_spread":0.1968443330382053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235951306","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018606979,0.0018022537,0.0013753449,0.04962895,0.098625675,0.0005808177,0.0040742992,0.0008143615,0.8412377],"genre_scores_gemma":[0.002118877,0.00039995735,0.00032316777,0.003738189,0.0031841358,0.00007840951,0.0012688849,0.00013202331,0.98875636],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9966807,0.00022104206,0.00007617803,0.00022950392,0.0019463865,0.00084614166],"domain_scores_gemma":[0.98865813,0.00024805107,0.0001370983,0.00030517468,0.003543197,0.0071084835],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0031427448,0.000878388,0.00080636906,0.0021294267,0.002535772,0.006602085,0.0017025854,0.004587549,0.6176576],"category_scores_gemma":[0.007188997,0.00043658464,0.0009172226,0.0011124515,0.0007339015,0.0017297652,0.0050749206,0.0030636322,0.47543073],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000322701,0.000034686862,0.00014026133,0.000027856531,0.0000029915905,0.000031625455,0.000007148475,0.000026562666,0.00011635139,0.0013269681,0.9773572,0.020896183],"study_design_scores_gemma":[0.000017751236,0.000021686616,0.00055611186,0.000028822004,0.000001936667,0.000027827078,0.00004115577,0.00006548285,0.00004103592,0.0007244165,0.9984687,0.000005049837],"about_ca_topic_score_codex":0.0077195344,"about_ca_topic_score_gemma":0.031168062,"teacher_disagreement_score":0.6176576,"about_ca_system_score_codex":0.002575451,"about_ca_system_score_gemma":0.009569884,"threshold_uncertainty_score":0.545365},"labels":[],"label_agreement":null},{"id":"W4236088034","doi":"10.32920/ryerson.14647536","title":"Comparative study of methane oxidation within various biofilter media","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Sawdust; Compost; Methane; Biofilter; Chemistry; Biomass (ecology); Pulp and paper industry; Anaerobic oxidation of methane; Nutrient; Landfill gas; Environmental chemistry; Environmental science; Waste management; Environmental engineering; Agronomy; Organic chemistry","score_opus":0.04451011109136948,"score_gpt":0.2924525536726487,"score_spread":0.24794244258127923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236088034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974208,0.000663005,0.000967758,0.000019223096,0.000020625066,0.000027236123,0.00024367678,0.000030640364,0.0006070297],"genre_scores_gemma":[0.9910451,0.0012760608,0.005445996,0.000035662884,0.0000151481,0.000059499707,0.0008601028,0.000023224859,0.0012393072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996835,0.000051321276,0.000052070438,0.00005992059,0.00009911765,0.00005401009],"domain_scores_gemma":[0.9998155,0.000062081126,0.000030187359,0.000013559034,0.000053862692,0.000024827064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002408722,0.00045738262,0.00035666622,0.00040102968,0.00020759807,0.00061896053,0.00017005423,0.00019532928,0.00041445263],"category_scores_gemma":[0.00037144052,0.000099634206,0.0003389638,0.00032983435,0.00010801391,0.00029306783,0.000297775,0.00026283506,0.00012549562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002499406,0.00003962729,0.0013389098,0.0001012709,0.0000150596115,0.000047181205,0.000053362197,0.00008201176,0.99378395,0.000020124735,0.000019848096,0.0042487113],"study_design_scores_gemma":[0.000005718912,0.0006735393,0.008080028,0.000012844256,0.000045528246,0.000061362836,0.00010944911,0.00041061032,0.9897188,0.000011382333,0.00086153933,0.000009319166],"about_ca_topic_score_codex":0.0014504733,"about_ca_topic_score_gemma":0.0025128664,"teacher_disagreement_score":0.0014504733,"about_ca_system_score_codex":0.0002134304,"about_ca_system_score_gemma":0.00018355498,"threshold_uncertainty_score":0.00288409},"labels":[],"label_agreement":null},{"id":"W4236963452","doi":"10.32920/ryerson.14664879","title":"Performance Evaluation of Soil Cell","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Environmental science; Leaching (pedology); Nitrate; Environmental engineering; Environmental chemistry; Soil water; Soil science; Chemistry","score_opus":0.029195847543536255,"score_gpt":0.2562227064704728,"score_spread":0.22702685892693653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236963452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898874,0.0003275764,0.0068776365,0.00004602525,0.000026910528,0.000052284315,0.00063868664,0.00023941923,0.001903945],"genre_scores_gemma":[0.990866,0.00036721682,0.004749819,0.000031155494,0.0000072518424,0.000032011038,0.00082555256,0.00003492812,0.003086117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994412,0.000053816446,0.000036439076,0.000089632034,0.0003017052,0.00007715919],"domain_scores_gemma":[0.9992176,0.00013267725,0.00006718634,0.00008251665,0.0004282053,0.00007180029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000355255,0.0003508349,0.00039505624,0.00033774463,0.00027960917,0.0005347252,0.00042743154,0.00039845743,0.0031767345],"category_scores_gemma":[0.0007543165,0.000091701884,0.00021292348,0.0005496738,0.00015715009,0.00045850995,0.00039698274,0.00021301933,0.000864014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047782913,0.00024514785,0.010302569,0.00028755775,0.0000353333,0.00022734438,0.00016788987,0.006511666,0.92294323,0.00030988958,0.0009184172,0.05757314],"study_design_scores_gemma":[0.000013614712,0.0019805925,0.0077716024,0.000010502359,0.000035797504,0.00019849655,0.0001895005,0.010088618,0.97325176,0.00005967084,0.0063782767,0.000021569016],"about_ca_topic_score_codex":0.0014052718,"about_ca_topic_score_gemma":0.0015234367,"teacher_disagreement_score":0.0031767345,"about_ca_system_score_codex":0.0003016401,"about_ca_system_score_gemma":0.00031292057,"threshold_uncertainty_score":0.01062727},"labels":[],"label_agreement":null},{"id":"W4239642769","doi":"10.22215/etd/2011-06974","title":"Instrument installation and preliminary data in a full-scale anaerobic bioreactor landfill, Sainte-Sophie, Quebec, Canada","year":2011,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Albert Einstein College of Medicine, Yeshiva University","keywords":"Engineering; Environmental science","score_opus":0.015866739372856865,"score_gpt":0.21891432332442212,"score_spread":0.20304758395156525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239642769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97191036,0.00025008788,0.010920454,0.00021491284,0.00004221292,0.0011552759,0.0072746496,0.0007557328,0.0074764206],"genre_scores_gemma":[0.9495697,0.0005075523,0.020203944,0.00017960524,0.000014750559,0.00077021675,0.008625167,0.00019182637,0.019937254],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984517,0.00010218036,0.00008228466,0.0002499751,0.0008020362,0.00031186335],"domain_scores_gemma":[0.9980191,0.00014023516,0.000053758376,0.00009334668,0.0015824141,0.00011113995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002114555,0.0007727963,0.0007450049,0.00073937175,0.0036032929,0.0008358888,0.00092377147,0.000586274,0.003425151],"category_scores_gemma":[0.0014102075,0.00041790016,0.0005538295,0.0012046312,0.00077115063,0.0004784979,0.0005168636,0.00058621,0.0014990752],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0043237936,0.0020156417,0.11745684,0.00076921546,0.00013098924,0.0007550854,0.002946183,0.009030908,0.77361244,0.0003459909,0.008795133,0.07981767],"study_design_scores_gemma":[0.00032081126,0.006683626,0.48928383,0.00008898176,0.00023402894,0.00031731828,0.003641406,0.008353178,0.4583652,0.00013320801,0.032430757,0.000147692],"about_ca_topic_score_codex":0.6895328,"about_ca_topic_score_gemma":0.7929658,"teacher_disagreement_score":0.31046718,"about_ca_system_score_codex":0.008854542,"about_ca_system_score_gemma":0.010499336,"threshold_uncertainty_score":0.6245911},"labels":[],"label_agreement":null},{"id":"W4240431873","doi":"10.32920/ryerson.14655009.v1","title":"Aerobic Attached Growth Biofilter Using Tire Chips And Mixed Broken Glass As Media For Landfill Leachate Treatment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Leachate; Biofilter; Waste management; Environmental science; Trickling filter; Aggregate (composite); Filter (signal processing); Municipal solid waste; Sewage treatment; Activated sludge; Environmental engineering; Pulp and paper industry; Materials science; Engineering; Composite material","score_opus":0.04634121661774151,"score_gpt":0.27689906737143516,"score_spread":0.23055785075369364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240431873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930698,0.00060845766,0.00380376,0.00005308148,0.000047141682,0.00007255253,0.0005957435,0.00024314468,0.0015062827],"genre_scores_gemma":[0.98163545,0.0010729607,0.011826506,0.00005019381,0.000013523221,0.00007177209,0.0010784923,0.00004378729,0.00420737],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997652,0.000017107339,0.000020168178,0.000053897904,0.000086669286,0.00005694403],"domain_scores_gemma":[0.9999064,0.000013989755,0.00001799221,0.0000122758365,0.000021819129,0.000027462487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019989336,0.00048456033,0.00038033223,0.00039896162,0.0003988863,0.0006118457,0.00039889925,0.00029933482,0.0009840014],"category_scores_gemma":[0.00012706497,0.00019333535,0.00051124376,0.00040263814,0.00016616676,0.00033071407,0.0005198524,0.00036930558,0.00044545866],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020176783,0.00007046289,0.0016658703,0.0001177703,0.000017547163,0.000055331384,0.000044367553,0.0002703518,0.9912169,0.000031727694,0.000111146604,0.0061967387],"study_design_scores_gemma":[0.000023907924,0.0006475678,0.012934452,0.00001767494,0.000046018595,0.00007722939,0.00009683541,0.0014925199,0.98217505,0.000021039254,0.002448023,0.000019716656],"about_ca_topic_score_codex":0.013036125,"about_ca_topic_score_gemma":0.027348895,"teacher_disagreement_score":0.013036125,"about_ca_system_score_codex":0.0004916905,"about_ca_system_score_gemma":0.0005158106,"threshold_uncertainty_score":0.02592051},"labels":[],"label_agreement":null},{"id":"W4240486394","doi":"10.24124/2007/bpgub443","title":"Use of pulp and paper sludge to improve performance of topsoil layer in a landfill capping system.","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Heritage; University of Northern British Columbia","funders":"","keywords":"Topsoil; Environmental science; Environmental engineering; Engineering; Waste management; Forestry; Soil science; Geography; Soil water","score_opus":0.014948495909228287,"score_gpt":0.24604001718991728,"score_spread":0.231091521280689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240486394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964005,0.00065254135,0.0012313604,0.000050918527,0.000030933403,0.000038601396,0.00011515623,0.00009106142,0.0013889698],"genre_scores_gemma":[0.9943369,0.00037932242,0.0026886307,0.000028765213,0.0000048523248,0.00001841098,0.00013115635,0.000014803208,0.002397171],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980587,0.00003162193,0.000012941896,0.00004109405,0.000054619562,0.000053834592],"domain_scores_gemma":[0.999851,0.00002930389,0.000024068244,0.000011531981,0.000048534464,0.00003552974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027446827,0.00042080443,0.00037974206,0.00030764335,0.00048460072,0.00074039167,0.00036750158,0.00041513983,0.0016005818],"category_scores_gemma":[0.0003002048,0.00015502227,0.00034374784,0.00021980579,0.000115001996,0.00032925594,0.0002461871,0.00027063006,0.0003953831],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010376549,0.00060302735,0.0016855007,0.00029638628,0.00003896156,0.000107652675,0.00008757252,0.0019858226,0.9606522,0.000048530503,0.0002649035,0.033191808],"study_design_scores_gemma":[0.000024686688,0.001249551,0.0042184377,0.000008666223,0.000047309586,0.000026177115,0.0000819268,0.0028737492,0.9903224,0.00002344108,0.001115232,0.000008475842],"about_ca_topic_score_codex":0.0029779405,"about_ca_topic_score_gemma":0.006386656,"teacher_disagreement_score":0.0029779405,"about_ca_system_score_codex":0.00039500804,"about_ca_system_score_gemma":0.00054972514,"threshold_uncertainty_score":0.005921185},"labels":[],"label_agreement":null},{"id":"W4241025204","doi":"10.1177/0734242x0001800411","title":"The effects of moisture inputs on landfill gas production and composition and leachate characteristics at the Vancouver Lanclfill Site at Burns Bog","year":2000,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Leachate; Environmental science; Moisture; Landfill gas; Precipitation; Methane; Hydrology (agriculture); Environmental engineering; Chemistry; Environmental chemistry; Geology","score_opus":0.0075920772651711255,"score_gpt":0.24043538026993505,"score_spread":0.2328433030047639,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241025204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997744,0.0000070562573,0.000019962159,0.0000044098897,2.6225402e-7,0.000002707021,0.000054453336,0.0000021807793,0.00013464368],"genre_scores_gemma":[0.9994072,0.000026269352,0.00007849045,0.000006936154,6.894845e-7,0.0000038877142,0.00012055621,0.0000022125898,0.00035369713],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99983215,0.000024438088,0.000007834464,0.000026245234,0.000057978687,0.000051299205],"domain_scores_gemma":[0.9997043,0.00008449722,0.000055404584,0.0000089016785,0.000056752557,0.00009018061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018623321,0.00023578462,0.00019682267,0.00029772246,0.00054121786,0.00056531746,0.00021223658,0.0002318055,0.0007877061],"category_scores_gemma":[0.00038386937,0.0002603867,0.00020361114,0.00030742108,0.00033565256,0.00014076573,0.00032640123,0.00027422843,0.000120385324],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002098967,0.00035719326,0.69591796,0.000093208764,0.00010491193,0.0008725282,0.0010031123,0.0031512822,0.28299758,0.000050971666,0.00019572895,0.013156471],"study_design_scores_gemma":[0.000010337254,0.0002927478,0.9871393,0.0000028957486,0.000018525767,0.000044159293,0.000476616,0.00087048655,0.010975365,0.000011430179,0.00015087874,0.000007265658],"about_ca_topic_score_codex":0.20157382,"about_ca_topic_score_gemma":0.4892766,"teacher_disagreement_score":0.79842615,"about_ca_system_score_codex":0.0013953628,"about_ca_system_score_gemma":0.000844708,"threshold_uncertainty_score":0.40080106},"labels":[],"label_agreement":null},{"id":"W4241156983","doi":"10.22215/etd/2015-10706","title":"Heat Transfer Model for an Engineered Landfill in Sainte-Sophie, Quebec, Canada","year":2015,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centres of Excellence","keywords":"Heat transfer; Waste management; Environmental science; Waste heat recovery unit; Environmental engineering; Engineering; Mechanical engineering; Thermodynamics","score_opus":0.017174033865129692,"score_gpt":0.2417633474224818,"score_spread":0.2245893135573521,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241156983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52560925,0.0013987875,0.17836785,0.0029393572,0.00032506953,0.00096791337,0.015788311,0.0014234749,0.27318],"genre_scores_gemma":[0.9126146,0.00042273136,0.009233589,0.00017064017,0.000022594004,0.00047150612,0.0021925715,0.00010799369,0.07476379],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973947,0.00003128789,0.000008011589,0.000056037148,0.00007723221,0.00008797521],"domain_scores_gemma":[0.9997068,0.000063470725,0.000019898032,0.000009961999,0.00017457388,0.000025297064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003401855,0.0009916131,0.0007403797,0.0005639384,0.0019362819,0.001490627,0.0020850294,0.0017605167,0.008668639],"category_scores_gemma":[0.00065897906,0.0004473022,0.0008114502,0.00075839536,0.00094392354,0.000618015,0.0006783068,0.0009287971,0.0008232771],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003895403,0.000030771007,0.001475559,0.000028881004,0.000007920636,0.00010003588,0.000044492754,0.99054015,0.0014006958,0.0029190627,0.001656719,0.0017568493],"study_design_scores_gemma":[0.000019784376,0.000011879068,0.001088093,0.00000693266,0.000006003472,0.0000115430075,0.00006856903,0.9963141,0.00028002632,0.00031686443,0.0018640578,0.000012235875],"about_ca_topic_score_codex":0.92002654,"about_ca_topic_score_gemma":0.83713347,"teacher_disagreement_score":0.07997346,"about_ca_system_score_codex":0.013845239,"about_ca_system_score_gemma":0.0134628285,"threshold_uncertainty_score":0.16088885},"labels":[],"label_agreement":null},{"id":"W4242025135","doi":"10.32920/ryerson.14652789.v1","title":"Modeling of Methane Gas Generation and Emissions from Landfills","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Department for Environment, Food and Rural Affairs, UK Government; U.S. Environmental Protection Agency","keywords":"Methane; Landfill gas; Methane gas; Municipal solid waste; Cellulose; Environmental science; Methane emissions; Natural gas; Greenhouse gas; Waste management; Moisture; Environmental engineering; Environmental chemistry; Chemistry; Engineering; Chemical engineering; Geology","score_opus":0.03686273079887859,"score_gpt":0.25823842147336323,"score_spread":0.22137569067448465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242025135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7759945,0.0013625108,0.18780251,0.0005520693,0.000090014255,0.00019790514,0.0039529577,0.0010876072,0.02896005],"genre_scores_gemma":[0.98558784,0.00041203885,0.0077266754,0.000019922245,0.000011541597,0.00012313538,0.0007523914,0.000046607307,0.0053199176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982774,0.00004586314,0.000009392927,0.00003380159,0.000039646482,0.00004348621],"domain_scores_gemma":[0.9998894,0.000052816536,0.00001609419,0.000007491134,0.000025285979,0.000008941975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033556297,0.00070836593,0.0006271462,0.0004889894,0.00045433844,0.00093545625,0.00087320205,0.0011807842,0.0013118321],"category_scores_gemma":[0.000438879,0.00035733514,0.0008137717,0.0007693318,0.000293048,0.00090311293,0.00046245102,0.00050164864,0.00028006086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024126064,0.000015728338,0.0013785465,0.000029279336,0.000011405729,0.000057763653,0.000015044669,0.99433666,0.0008993784,0.0014123553,0.000103016086,0.0017167557],"study_design_scores_gemma":[0.000007216467,0.000022232163,0.0005913898,0.000005113597,0.000008604579,0.000014908129,0.000023810993,0.9968119,0.0010135381,0.000829887,0.0006643995,0.0000070133087],"about_ca_topic_score_codex":0.03168586,"about_ca_topic_score_gemma":0.01582748,"teacher_disagreement_score":0.03168586,"about_ca_system_score_codex":0.001437871,"about_ca_system_score_gemma":0.0014842765,"threshold_uncertainty_score":0.063002825},"labels":[],"label_agreement":null},{"id":"W4242910594","doi":"10.2136/vzj2004.0909","title":"Numerical Simulation of the Radius of Influence for Landfill Gas Wells","year":2004,"lang":"en","type":"article","venue":"Vadose Zone Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada; Natural Resources Canada; Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Landfill gas; Leachate; RADIUS; Environmental science; Closure (psychology); Petroleum engineering; Computer simulation; Environmental engineering; Municipal solid waste; Waste management; Engineering; Simulation; Computer science","score_opus":0.008920797550306763,"score_gpt":0.23850727590494059,"score_spread":0.22958647835463383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242910594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9626428,0.00034271204,0.022313977,0.00024971526,0.000043236992,0.00006217534,0.00035884487,0.00025014475,0.013736442],"genre_scores_gemma":[0.9946498,0.00008932245,0.0043130126,0.000014405894,0.0000032582805,0.000025919633,0.0000962149,0.000017330205,0.0007907738],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973994,0.000082979874,0.0000139198255,0.000028103055,0.000054882978,0.00008013102],"domain_scores_gemma":[0.99822074,0.0012909387,0.00016873438,0.00006422509,0.00015968474,0.000095615826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060747756,0.00042388088,0.0006944779,0.0005310091,0.000528941,0.00082154834,0.00061739836,0.0012425464,0.0015767998],"category_scores_gemma":[0.002503536,0.0002950069,0.00051327527,0.0006714106,0.0008654279,0.00043873955,0.00054089737,0.0004971187,0.00013202713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006290621,0.000033487548,0.002217075,0.000026894224,0.000009102081,0.00007462095,0.000055268527,0.99330455,0.0014970639,0.0014654336,0.00014373883,0.0011098435],"study_design_scores_gemma":[0.000012431456,0.00001823283,0.00043718412,0.0000051921056,0.000004002922,0.000010158865,0.00003961726,0.9980184,0.0009666115,0.00024426918,0.00023790266,0.0000060080433],"about_ca_topic_score_codex":0.016857862,"about_ca_topic_score_gemma":0.008062247,"teacher_disagreement_score":0.016857862,"about_ca_system_score_codex":0.0011414287,"about_ca_system_score_gemma":0.000729152,"threshold_uncertainty_score":0.033519506},"labels":[],"label_agreement":null},{"id":"W4243511754","doi":"10.1139/cgj-37-2-371","title":"The stability of dolomite in landfill leachate-collection systems","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Clogging; Dolomite; Weathering; Drainage; Geology; Carbonate; Environmental science; Mining engineering; Waste management; Mineralogy; Geochemistry; Chemistry; Engineering; Archaeology","score_opus":0.010928885309570566,"score_gpt":0.20318801015683388,"score_spread":0.19225912484726332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243511754","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821186,0.00016520487,0.0006793185,0.000010776142,0.0000011498848,0.000030415933,0.0002358783,0.000018608853,0.0006467785],"genre_scores_gemma":[0.99734527,0.0001433175,0.0011292453,0.000011101561,0.0000013589308,0.000020251244,0.000375549,0.0000094820125,0.0009644105],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994049,0.00004340684,0.00003652776,0.0001078265,0.00030140692,0.000105875544],"domain_scores_gemma":[0.9995678,0.00006468988,0.000099514094,0.000019503777,0.0002040674,0.000044410568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004934396,0.00022013696,0.00030553967,0.0008792619,0.0013486429,0.0010860716,0.0002733271,0.00024183709,0.00081632024],"category_scores_gemma":[0.00091628527,0.00015504948,0.00014908606,0.0008802153,0.00055824843,0.00040710988,0.00040535946,0.00015314067,0.0001780885],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005150739,0.00004226863,0.11017516,0.00018680074,0.000040375304,0.00018886557,0.0010880784,0.00084382656,0.8742469,0.000112699796,0.000061036444,0.012499006],"study_design_scores_gemma":[0.000034790675,0.0006641855,0.3704276,0.000027699001,0.00005554192,0.00040494927,0.0019816477,0.0020189234,0.61771756,0.00013829612,0.006492933,0.000035931695],"about_ca_topic_score_codex":0.091615595,"about_ca_topic_score_gemma":0.20616443,"teacher_disagreement_score":0.091615595,"about_ca_system_score_codex":0.0023367207,"about_ca_system_score_gemma":0.001792597,"threshold_uncertainty_score":0.18216467},"labels":[],"label_agreement":null},{"id":"W4245245380","doi":"10.32920/ryerson.14655009","title":"Aerobic Attached Growth Biofilter Using Tire Chips And Mixed Broken Glass As Media For Landfill Leachate Treatment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Leachate; Biofilter; Waste management; Environmental science; Trickling filter; Filter (signal processing); Aggregate (composite); Municipal solid waste; Environmental engineering; Pulp and paper industry; Sewage treatment; Materials science; Engineering; Composite material","score_opus":0.04634121661774151,"score_gpt":0.27689906737143516,"score_spread":0.23055785075369364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245245380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930698,0.00060845766,0.00380376,0.00005308148,0.000047141682,0.00007255253,0.0005957435,0.00024314468,0.0015062827],"genre_scores_gemma":[0.98163545,0.0010729607,0.011826506,0.00005019381,0.000013523221,0.00007177209,0.0010784923,0.00004378729,0.00420737],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997652,0.000017107339,0.000020168178,0.000053897904,0.000086669286,0.00005694403],"domain_scores_gemma":[0.9999064,0.000013989755,0.00001799221,0.0000122758365,0.000021819129,0.000027462487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019989336,0.00048456033,0.00038033223,0.00039896162,0.0003988863,0.0006118457,0.00039889925,0.00029933482,0.0009840014],"category_scores_gemma":[0.00012706497,0.00019333535,0.00051124376,0.00040263814,0.00016616676,0.00033071407,0.0005198524,0.00036930558,0.00044545866],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020176783,0.00007046289,0.0016658703,0.0001177703,0.000017547163,0.000055331384,0.000044367553,0.0002703518,0.9912169,0.000031727694,0.000111146604,0.0061967387],"study_design_scores_gemma":[0.000023907924,0.0006475678,0.012934452,0.00001767494,0.000046018595,0.00007722939,0.00009683541,0.0014925199,0.98217505,0.000021039254,0.002448023,0.000019716656],"about_ca_topic_score_codex":0.013036125,"about_ca_topic_score_gemma":0.027348895,"teacher_disagreement_score":0.013036125,"about_ca_system_score_codex":0.0004916905,"about_ca_system_score_gemma":0.0005158106,"threshold_uncertainty_score":0.02592051},"labels":[],"label_agreement":null},{"id":"W4246574595","doi":"10.32920/ryerson.14664879.v1","title":"Performance Evaluation of Soil Cell","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Environmental science; Leaching (pedology); Nitrate; Environmental engineering; Environmental chemistry; Soil science; Soil water; Chemistry","score_opus":0.029195847543536255,"score_gpt":0.2562227064704728,"score_spread":0.22702685892693653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246574595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898874,0.0003275764,0.0068776365,0.00004602525,0.000026910528,0.000052284315,0.00063868664,0.00023941923,0.001903945],"genre_scores_gemma":[0.990866,0.00036721682,0.004749819,0.000031155494,0.0000072518424,0.000032011038,0.00082555256,0.00003492812,0.003086117],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994412,0.000053816446,0.000036439076,0.000089632034,0.0003017052,0.00007715919],"domain_scores_gemma":[0.9992176,0.00013267725,0.00006718634,0.00008251665,0.0004282053,0.00007180029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000355255,0.0003508349,0.00039505624,0.00033774463,0.00027960917,0.0005347252,0.00042743154,0.00039845743,0.0031767345],"category_scores_gemma":[0.0007543165,0.000091701884,0.00021292348,0.0005496738,0.00015715009,0.00045850995,0.00039698274,0.00021301933,0.000864014],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047782913,0.00024514785,0.010302569,0.00028755775,0.0000353333,0.00022734438,0.00016788987,0.006511666,0.92294323,0.00030988958,0.0009184172,0.05757314],"study_design_scores_gemma":[0.000013614712,0.0019805925,0.0077716024,0.000010502359,0.000035797504,0.00019849655,0.0001895005,0.010088618,0.97325176,0.00005967084,0.0063782767,0.000021569016],"about_ca_topic_score_codex":0.0014052718,"about_ca_topic_score_gemma":0.0015234367,"teacher_disagreement_score":0.0031767345,"about_ca_system_score_codex":0.0003016401,"about_ca_system_score_gemma":0.00031292057,"threshold_uncertainty_score":0.01062727},"labels":[],"label_agreement":null},{"id":"W4246853569","doi":"10.22215/etd/2017-12089","title":"The impacts of temperature and thermal properties on municipal solid waste stabilization","year":2017,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Settlement (finance); Biodegradation; Waste management; Municipal solid waste; Environmental science; Environmental engineering; Geotechnical engineering; Engineering; Chemistry","score_opus":0.012740046264670055,"score_gpt":0.25354160666697795,"score_spread":0.24080156040230788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246853569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978841,0.00013740167,0.00047981157,0.00002373473,0.0000034699735,0.000010527553,0.0001354381,0.000017280927,0.0013082413],"genre_scores_gemma":[0.99861395,0.00015207348,0.0003581812,0.000004872044,7.33098e-7,0.0000056295075,0.0000819403,0.0000069041885,0.0007757034],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997131,0.000029906816,0.000010061149,0.000032949178,0.00014230999,0.00007167926],"domain_scores_gemma":[0.999694,0.00008812915,0.000042957523,0.000017333647,0.00013997359,0.000017616521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004643,0.00030347178,0.00033443669,0.00022564385,0.0005540414,0.00066429,0.00021381577,0.00026449317,0.0013146558],"category_scores_gemma":[0.000490257,0.00016458891,0.0003779309,0.00048490547,0.00030686826,0.00025397836,0.00021332726,0.0002499674,0.0002723036],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018994637,0.00033185762,0.063058354,0.0004383628,0.00007359631,0.0005068188,0.0005317173,0.13879147,0.73008066,0.00059139536,0.00088737236,0.06280892],"study_design_scores_gemma":[0.000029920864,0.0018077635,0.2050348,0.000040492192,0.00013349667,0.00014371207,0.0012481188,0.06614437,0.7218584,0.00023695017,0.0032533875,0.00006858117],"about_ca_topic_score_codex":0.0889421,"about_ca_topic_score_gemma":0.19563149,"teacher_disagreement_score":0.0889421,"about_ca_system_score_codex":0.002530354,"about_ca_system_score_gemma":0.0013127251,"threshold_uncertainty_score":0.17684883},"labels":[],"label_agreement":null},{"id":"W4247269693","doi":"10.32920/ryerson.14647536.v1","title":"Comparative study of methane oxidation within various biofilter media","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Sawdust; Compost; Methane; Biofilter; Chemistry; Biomass (ecology); Pulp and paper industry; Anaerobic oxidation of methane; Nutrient; Landfill gas; Environmental chemistry; Environmental science; Waste management; Environmental engineering; Agronomy; Organic chemistry","score_opus":0.04451011109136948,"score_gpt":0.2924525536726487,"score_spread":0.24794244258127923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247269693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974208,0.000663005,0.000967758,0.000019223096,0.000020625066,0.000027236123,0.00024367678,0.000030640364,0.0006070297],"genre_scores_gemma":[0.9910451,0.0012760608,0.005445996,0.000035662884,0.0000151481,0.000059499707,0.0008601028,0.000023224859,0.0012393072],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996835,0.000051321276,0.000052070438,0.00005992059,0.00009911765,0.00005401009],"domain_scores_gemma":[0.9998155,0.000062081126,0.000030187359,0.000013559034,0.000053862692,0.000024827064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002408722,0.00045738262,0.00035666622,0.00040102968,0.00020759807,0.00061896053,0.00017005423,0.00019532928,0.00041445263],"category_scores_gemma":[0.00037144052,0.000099634206,0.0003389638,0.00032983435,0.00010801391,0.00029306783,0.000297775,0.00026283506,0.00012549562],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002499406,0.00003962729,0.0013389098,0.0001012709,0.0000150596115,0.000047181205,0.000053362197,0.00008201176,0.99378395,0.000020124735,0.000019848096,0.0042487113],"study_design_scores_gemma":[0.000005718912,0.0006735393,0.008080028,0.000012844256,0.000045528246,0.000061362836,0.00010944911,0.00041061032,0.9897188,0.000011382333,0.00086153933,0.000009319166],"about_ca_topic_score_codex":0.0014504733,"about_ca_topic_score_gemma":0.0025128664,"teacher_disagreement_score":0.0014504733,"about_ca_system_score_codex":0.0002134304,"about_ca_system_score_gemma":0.00018355498,"threshold_uncertainty_score":0.00288409},"labels":[],"label_agreement":null},{"id":"W4250073416","doi":"10.1016/j.wasman.2007.06.009","title":"WITHDRAWN: Study of thin biocovers (TBC) for oxidizing uncaptured methane emissions in bioreactor landfills","year":2007,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Oxidizing agent; Waste management; Volume (thermodynamics); Environmental science; Engineering; Chemistry; Physics; Thermodynamics","score_opus":0.014394411471105194,"score_gpt":0.25956011363755677,"score_spread":0.24516570216645156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250073416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9052136,0.012198532,0.0065745297,0.015092971,0.01506704,0.00064323016,0.0136220865,0.00044804905,0.03114002],"genre_scores_gemma":[0.822308,0.005022611,0.0053922767,0.0038181795,0.0021233999,0.00015438371,0.0093237115,0.00012757255,0.15172988],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997571,0.00002299149,0.000027302054,0.000027553398,0.00011837833,0.000046708956],"domain_scores_gemma":[0.9986958,0.00033625326,0.00008894552,0.00007230695,0.0006873722,0.00011929657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066080695,0.00032314737,0.00034379767,0.00031151768,0.00055494043,0.00044512146,0.0008162565,0.0012414125,0.013120635],"category_scores_gemma":[0.0017613473,0.000093495924,0.00034612702,0.00042167158,0.00026900426,0.00035557197,0.00016339007,0.0005920965,0.0018545355],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011472959,0.00042999987,0.0046456177,0.0015567847,0.00015056397,0.002881147,0.00021406251,0.00086241856,0.86016685,0.0015264583,0.044106532,0.07198666],"study_design_scores_gemma":[0.00053902273,0.003140593,0.024853384,0.000069998154,0.00017994568,0.00089564914,0.0003086083,0.001376746,0.84742224,0.0004305641,0.120732576,0.000050672632],"about_ca_topic_score_codex":0.008896286,"about_ca_topic_score_gemma":0.0064161206,"teacher_disagreement_score":0.013120635,"about_ca_system_score_codex":0.00058655377,"about_ca_system_score_gemma":0.0009683278,"threshold_uncertainty_score":0.04389286},"labels":[],"label_agreement":null},{"id":"W4253187962","doi":"10.22215/etd/2015-10777","title":"Experimental and Numerical Simulation of Stress Distribution in Landfills","year":2015,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centres of Excellence","keywords":"Leachate; Stress (linguistics); Geotechnical engineering; Environmental science; Waste management; Engineering","score_opus":0.011774393868581244,"score_gpt":0.2930671750974366,"score_spread":0.28129278122885537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253187962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920902,0.00007376406,0.004426435,0.000055699948,0.000015844687,0.00002773858,0.00032037092,0.00014606399,0.0028438023],"genre_scores_gemma":[0.9967135,0.00005475755,0.0024039021,0.000005644283,0.0000022158647,0.000032773743,0.00014681074,0.00000952506,0.00063088886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99964094,0.00004213522,0.000026266127,0.000059590147,0.0001504595,0.000080644684],"domain_scores_gemma":[0.99936944,0.00025789032,0.000074660806,0.00010529483,0.00014588961,0.000046768524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005711118,0.0003117105,0.00036430694,0.00039226233,0.0004811259,0.00044342197,0.00056733977,0.00050002645,0.0029318095],"category_scores_gemma":[0.0008595871,0.00019102215,0.00027697242,0.0008045047,0.0006512729,0.0003745545,0.000365692,0.00045142183,0.00024127166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093362713,0.0009450628,0.021151021,0.0003393323,0.000034158806,0.0007420016,0.0011405576,0.63573176,0.30074233,0.0046009426,0.0010388531,0.03260032],"study_design_scores_gemma":[0.00007717529,0.0012114157,0.015229435,0.00004265066,0.000020793706,0.00011148452,0.0007517466,0.7760863,0.20250338,0.0013080764,0.0026094562,0.000048127382],"about_ca_topic_score_codex":0.0018531388,"about_ca_topic_score_gemma":0.0020257565,"teacher_disagreement_score":0.0029318095,"about_ca_system_score_codex":0.00046930165,"about_ca_system_score_gemma":0.00037968613,"threshold_uncertainty_score":0.009807885},"labels":[],"label_agreement":null},{"id":"W4253611202","doi":"10.11606/d.44.2012.tde-28022013-100554","title":"Geoquímica das águas subterrâneas de um aterro de resíduos sólidos em Araras, SP","year":2012,"lang":"pt","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Leachate; Groundwater; Aquifer; Subsoil; Hydrogeology; Context (archaeology); Environmental science; Geology; Environmental engineering; Hydrology (agriculture); Waste management; Soil water; Soil science; Geotechnical engineering; Engineering","score_opus":0.015605076550160232,"score_gpt":0.283382290874172,"score_spread":0.26777721432401175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253611202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976109,0.0001353015,0.00051114336,0.000018471197,0.00000841846,0.00001209969,0.00010795759,0.000028158875,0.0015674672],"genre_scores_gemma":[0.9971649,0.00022380237,0.0015896639,0.000008422806,0.0000064328856,0.000009969503,0.000069622336,0.000007833753,0.0009193121],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997774,0.0000252176,0.000010777675,0.000056716715,0.00009143446,0.000038544258],"domain_scores_gemma":[0.9997241,0.000048622107,0.00005715305,0.0000148453755,0.0001319175,0.000023301329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046198576,0.00038984686,0.00047254236,0.0014432158,0.00078000803,0.0008445237,0.00035008547,0.00041635655,0.0008996723],"category_scores_gemma":[0.0007437454,0.00025179342,0.00038512275,0.000672916,0.00071858935,0.00025328022,0.00052959356,0.00036371627,0.0003086928],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010457778,0.00046618027,0.2627166,0.00049151253,0.00014130723,0.0016780657,0.0067549087,0.0034742223,0.60981137,0.0010550334,0.00037543286,0.11198952],"study_design_scores_gemma":[0.000043538326,0.0015308473,0.82833153,0.0001048127,0.00026504605,0.0018639535,0.00686227,0.014336045,0.13459344,0.0010129082,0.01100113,0.000054471875],"about_ca_topic_score_codex":0.02355369,"about_ca_topic_score_gemma":0.0350924,"teacher_disagreement_score":0.02355369,"about_ca_system_score_codex":0.000677091,"about_ca_system_score_gemma":0.00038636863,"threshold_uncertainty_score":0.046833217},"labels":[],"label_agreement":null},{"id":"W4255144322","doi":"10.1680/gein.2004.11.4.257","title":"Volatile organic compound diffusion and sorption coefficients for a needle-punched GCL","year":2004,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetic clay liner; Geosynthetics; Sorption; Leachate; Geotextile; Geomembrane; Diffusion; Bentonite; Geotechnical engineering; Environmental chemistry; Volatile organic compound; Benzene; Environmental science; Environmental engineering; Waste management; Hydraulic conductivity; Chemistry; Soil science; Soil water; Geology; Adsorption; Organic chemistry; Engineering","score_opus":0.00926875968707799,"score_gpt":0.2293665706076105,"score_spread":0.22009781092053252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255144322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96298736,0.0005587683,0.033544943,0.00007564948,0.00002492063,0.00019534264,0.0011219617,0.00045752138,0.0010335144],"genre_scores_gemma":[0.9566815,0.0006675343,0.038950577,0.000052249765,0.000009162326,0.0002601487,0.0009984232,0.00008029771,0.0023000468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994622,0.0000514116,0.000038634615,0.000115166236,0.00028722,0.000045427296],"domain_scores_gemma":[0.9991116,0.00041828942,0.00019026133,0.0000593402,0.00017707163,0.000043402048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005477262,0.00047557018,0.00032068542,0.00058384414,0.00038063095,0.00035571947,0.00074390415,0.0004682274,0.0016132917],"category_scores_gemma":[0.0009960206,0.0002605531,0.00024314102,0.00053818896,0.0004344087,0.000560061,0.00030560172,0.00046648728,0.0004637356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008023073,0.000033700806,0.001120005,0.00007385916,0.000003877198,0.000027555601,0.000076052405,0.00069565116,0.99434376,0.00009933445,0.000055067256,0.003390828],"study_design_scores_gemma":[0.000015103852,0.0005670399,0.005489294,0.000008804539,0.000015327314,0.00012632535,0.000102164406,0.006707832,0.9851431,0.00006562629,0.0017418483,0.000017400567],"about_ca_topic_score_codex":0.0039018441,"about_ca_topic_score_gemma":0.0056267316,"teacher_disagreement_score":0.0039018441,"about_ca_system_score_codex":0.0008246413,"about_ca_system_score_gemma":0.0004975304,"threshold_uncertainty_score":0.00775826},"labels":[],"label_agreement":null},{"id":"W4256385890","doi":"10.1142/10938","title":"Sustainable Sludge Management","year":2018,"lang":"en","type":"book","venue":"WORLD SCIENTIFIC eBooks","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Business; Environmental science; Environmental planning","score_opus":0.01023200503518332,"score_gpt":0.21366625041517556,"score_spread":0.20343424537999225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256385890","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0020058607,0.050200038,0.021552857,0.007824193,0.007316171,0.00014343888,0.0010399917,0.0015368836,0.9083805],"genre_scores_gemma":[0.01212512,0.03239174,0.015832646,0.002286504,0.00076767773,0.000094822135,0.0009787546,0.0003126307,0.93521017],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997596,0.000023888784,0.00001150711,0.00003680955,0.00014921879,0.000018867619],"domain_scores_gemma":[0.99992394,0.000011657767,0.0000065366025,0.000011929226,0.000034735058,0.0000112183625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025870968,0.0008207596,0.00034533863,0.000879929,0.00098964,0.002717441,0.000773529,0.0012229652,0.030308068],"category_scores_gemma":[0.00030959203,0.00021254316,0.0004086498,0.0009403922,0.0005676762,0.0023180775,0.0017469948,0.0012436528,0.019997371],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001185021,0.00003275326,0.000087078704,0.00051998417,0.0000073203078,0.00008131659,0.00022296677,0.0006892006,0.002748263,0.12691756,0.51387674,0.3548049],"study_design_scores_gemma":[0.0000010174596,0.000006629881,0.00003858631,0.00012563494,0.0000012427749,0.000055866083,0.000028414637,0.00015921249,0.00046472187,0.009653485,0.98946244,0.0000028197396],"about_ca_topic_score_codex":0.0010281433,"about_ca_topic_score_gemma":0.0030739768,"teacher_disagreement_score":0.030308068,"about_ca_system_score_codex":0.00095964264,"about_ca_system_score_gemma":0.0015993578,"threshold_uncertainty_score":0.1013906},"labels":[],"label_agreement":null},{"id":"W4283689126","doi":"10.1680/jgein.21.00043a","title":"Effects of freeze–thaw cycles on the properties of polyethylene geomembranes","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Linear low-density polyethylene; High-density polyethylene; Geomembrane; Materials science; Polyethylene; Ultimate tensile strength; Composite material; Geotechnical engineering; Geology","score_opus":0.00976408179838623,"score_gpt":0.1934649913546208,"score_spread":0.18370090955623458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283689126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985863,0.00058981037,0.00022706969,0.000016283786,0.00001180257,0.000009253462,0.00014818253,0.000007952464,0.00040337734],"genre_scores_gemma":[0.99808323,0.00052573386,0.00044940837,0.000030252051,0.0000051391685,0.000015958078,0.00018684882,0.000009580413,0.00069373456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975353,0.000031462354,0.00001979169,0.000047783225,0.00009366018,0.000053782154],"domain_scores_gemma":[0.99953747,0.00016582277,0.00011416445,0.00003666737,0.000112057256,0.0000339196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035307455,0.0004170225,0.00029019156,0.00021151597,0.00028971137,0.00024004342,0.0001415074,0.0003018556,0.0015814187],"category_scores_gemma":[0.0007473461,0.00016806857,0.0003429078,0.0002992415,0.00032671474,0.00047187373,0.00026625796,0.00049920636,0.00013664895],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045829802,0.000061797204,0.0014907123,0.00012209795,0.000029241892,0.00014560722,0.00022015304,0.00076230225,0.9924573,0.000059496986,0.00007480649,0.004118246],"study_design_scores_gemma":[0.000007808732,0.00076069287,0.017734125,0.00002024419,0.000032529744,0.000088268636,0.00020704583,0.000924576,0.97894764,0.000042185835,0.0012166032,0.000018292067],"about_ca_topic_score_codex":0.0012405514,"about_ca_topic_score_gemma":0.0016829772,"teacher_disagreement_score":0.0015814187,"about_ca_system_score_codex":0.00025108908,"about_ca_system_score_gemma":0.00015480942,"threshold_uncertainty_score":0.005290389},"labels":[],"label_agreement":null},{"id":"W4283765110","doi":"10.1139/cgj-2022-0019","title":"Effect of subgrade on tensile strains in a geomembrane for tailings storage applications","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subgrade; Ultimate tensile strength; Geotechnical engineering; Geotextile; Geomembrane; Materials science; Tensile strain; Subbase; Composite material; Modulus; Geology; Mathematics","score_opus":0.007118716286173094,"score_gpt":0.22969109766942788,"score_spread":0.2225723813832548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283765110","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99898106,0.00013576425,0.00061486673,0.000008026657,0.000007267944,0.000008241812,0.00004186895,0.000016201913,0.000186626],"genre_scores_gemma":[0.9976547,0.00015609238,0.001400223,0.000014651438,0.0000032828366,0.000012605516,0.000066489054,0.000008722247,0.0006831848],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998368,0.000019322219,0.000019304758,0.000030507137,0.00006262208,0.000031510015],"domain_scores_gemma":[0.9996222,0.00006858831,0.00013891287,0.000035957575,0.000084324936,0.0000498738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025214395,0.00051479466,0.0002628842,0.0001525129,0.00015951233,0.0003290705,0.00020607107,0.00031876448,0.0010254699],"category_scores_gemma":[0.00039281952,0.00019145102,0.00022017055,0.00018724975,0.00018848287,0.00042835294,0.00028144126,0.0003716034,0.0001884534],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007601051,0.000012918268,0.0004257763,0.00003225927,0.0000021409621,0.0000310621,0.000019795405,0.00010646957,0.9982547,0.000007068414,0.0000075766507,0.001024208],"study_design_scores_gemma":[0.0000027561935,0.00044424715,0.0067266696,0.000004521724,0.0000073525334,0.000040393148,0.00005164249,0.0004208453,0.9919744,0.000006543528,0.00031564344,0.000004993535],"about_ca_topic_score_codex":0.0003887943,"about_ca_topic_score_gemma":0.0015785453,"teacher_disagreement_score":0.0010254699,"about_ca_system_score_codex":0.00019341188,"about_ca_system_score_gemma":0.00014579708,"threshold_uncertainty_score":0.0034305453},"labels":[],"label_agreement":null},{"id":"W4285087400","doi":"10.1038/s43705-022-00141-4","title":"Substrate-restricted methanogenesis and limited volatile organic compound degradation in highly diverse and heterogeneous municipal landfill microbial communities","year":2022,"lang":"en","type":"article","venue":"ISME Communications","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Government of Canada; Joint Genome Institute; U.S. Department of Energy","keywords":"Methanogenesis; Microbial population biology; Leachate; Firmicutes; Proteobacteria; Environmental chemistry; Methanosarcina; Euryarchaeota; Archaea; Ecology; Groundwater; Metagenomics; Microbial consortium; Microbial ecology; Environmental science; Chemistry; Methane; Biology; Microorganism; Bacteria; 16S ribosomal RNA; Geology","score_opus":0.037280145807873644,"score_gpt":0.24544472236641898,"score_spread":0.20816457655854534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285087400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997286,0.000054905493,0.000054067514,0.0000042938423,1.8620409e-7,0.0000028251325,0.0000795205,0.0000018997238,0.00007365112],"genre_scores_gemma":[0.9993937,0.00005960172,0.00013875958,0.000005720114,6.1922685e-7,0.000005844081,0.00024222638,0.0000011685385,0.00015241504],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99972683,0.000025599407,0.00002171798,0.000067102854,0.000078807745,0.00007995601],"domain_scores_gemma":[0.99985325,0.000017632841,0.000053477463,0.000008967664,0.000028072624,0.000038472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017224163,0.00022227073,0.00024180616,0.00051980384,0.00038122447,0.00065357226,0.00013095635,0.00018307484,0.00026654216],"category_scores_gemma":[0.00029852713,0.0001870235,0.0001823553,0.00061081175,0.0004467227,0.00018957655,0.00038292803,0.000113702656,0.000097240874],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005432307,0.00005613244,0.2078971,0.00013854384,0.000040633146,0.00030930914,0.0016608707,0.00075137324,0.7826392,0.000080132486,0.00004748277,0.005835845],"study_design_scores_gemma":[0.000014525552,0.00019686022,0.95122254,0.000012978706,0.000035265046,0.0003329252,0.0020663354,0.001016517,0.044317666,0.00008616014,0.0006860555,0.000012193145],"about_ca_topic_score_codex":0.036819074,"about_ca_topic_score_gemma":0.056606166,"teacher_disagreement_score":0.036819074,"about_ca_system_score_codex":0.0007170451,"about_ca_system_score_gemma":0.00073180074,"threshold_uncertainty_score":0.073209524},"labels":[],"label_agreement":null},{"id":"W4293765307","doi":"10.1016/j.scitotenv.2022.158351","title":"Mitigating fugitive methane emissions from closed landfills: A pilot-scale field study","year":2022,"lang":"en","type":"article","venue":"The Science of The Total Environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fugitive emissions; Methane; Landfill gas; Greenhouse gas; Environmental science; Land reclamation; Environmental engineering; Waste management; Methane emissions; Engineering; Municipal solid waste; Chemistry","score_opus":0.014853456873352289,"score_gpt":0.2372030344099744,"score_spread":0.2223495775366221,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293765307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984498,0.000014451886,0.0005373812,0.000039277293,0.000006878142,0.00035077753,0.00009034894,0.000014664121,0.0004963153],"genre_scores_gemma":[0.994616,0.000091217116,0.0033498025,0.000058607,0.000010144925,0.0005740668,0.00022246967,0.0000062228137,0.0010713487],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913317,0.0003252555,0.000032894597,0.00016073284,0.00015623562,0.00019174124],"domain_scores_gemma":[0.99855393,0.0006148445,0.00017895905,0.00013583113,0.0003200422,0.00019642738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023120202,0.0012091289,0.0007820335,0.00044608358,0.0019232223,0.00077248266,0.0016392517,0.0011566052,0.0018955864],"category_scores_gemma":[0.0018906775,0.0003644132,0.00076486834,0.0004555716,0.0013492113,0.0012062001,0.00084571633,0.0011971239,0.00021554768],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.03948046,0.2521879,0.0660239,0.0023285244,0.0006323041,0.0021790115,0.00734501,0.031137355,0.46998614,0.0024224068,0.0027729997,0.123503916],"study_design_scores_gemma":[0.008565881,0.4860288,0.17468205,0.00016792066,0.0013402097,0.00069997273,0.017126681,0.02988311,0.266823,0.0025599543,0.011888645,0.00023377818],"about_ca_topic_score_codex":0.019397853,"about_ca_topic_score_gemma":0.03244477,"teacher_disagreement_score":0.019397853,"about_ca_system_score_codex":0.0018789056,"about_ca_system_score_gemma":0.003259074,"threshold_uncertainty_score":0.038569868},"labels":[],"label_agreement":null},{"id":"W4293795519","doi":"10.1139/cgj-2022-0002","title":"Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Serviceability (structure); Oedometer test; Consolidation (business); Materials science; Geotechnical engineering; Constitutive equation; Isothermal process; Volume (thermodynamics); Municipal solid waste; Structural engineering; Environmental science; Waste management; Soil water; Finite element method; Thermodynamics; Engineering","score_opus":0.03471606155596944,"score_gpt":0.26698157628808894,"score_spread":0.2322655147321195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293795519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96691954,0.00024647813,0.03063982,0.000026975604,0.000005172509,0.00004096139,0.0002602097,0.00011838056,0.0017424288],"genre_scores_gemma":[0.9968983,0.00012191196,0.0026010876,0.0000017273003,0.0000012302278,0.000027060265,0.00008358559,0.000004624012,0.00026044025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999765,0.000025385589,0.000014711106,0.000040472423,0.00012684977,0.000027748674],"domain_scores_gemma":[0.99985754,0.000044559984,0.00002814303,0.000032660064,0.00003158643,0.0000055225237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033466125,0.00036901297,0.00030123434,0.00044940796,0.00021505274,0.0002602018,0.00050299795,0.00033503503,0.00063633703],"category_scores_gemma":[0.00038187977,0.00018616309,0.00028579216,0.00089409493,0.0004336966,0.00044136905,0.00018188661,0.000217334,0.00012499616],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018931646,0.00025200305,0.008627547,0.00018112833,0.00001133931,0.00017285974,0.00019370748,0.1525538,0.8148375,0.001983909,0.00009665642,0.020900205],"study_design_scores_gemma":[0.000012021287,0.0002512436,0.0115174195,0.000011107,0.000014747962,0.00011282981,0.00011585234,0.5142835,0.4720982,0.00044426712,0.0011123755,0.000026412818],"about_ca_topic_score_codex":0.003639943,"about_ca_topic_score_gemma":0.004298541,"teacher_disagreement_score":0.003639943,"about_ca_system_score_codex":0.00050072494,"about_ca_system_score_gemma":0.0003710924,"threshold_uncertainty_score":0.007237494},"labels":[],"label_agreement":null},{"id":"W4294308065","doi":"10.3389/fenvs.2022.907562","title":"Design of Microbial Methane Oxidation Systems for Landfills","year":2022,"lang":"en","type":"article","venue":"Frontiers in Environmental Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Technische Universiteit Delft","keywords":"Methane; Environmental science; Greenhouse gas; Biofilter; Landfill gas; Waste management; Municipal solid waste; Environmental engineering; Engineering; Chemistry; Ecology","score_opus":0.010943532216648727,"score_gpt":0.21114630336501852,"score_spread":0.2002027711483698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294308065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7003039,0.0021754855,0.28907123,0.00025906152,0.000083342646,0.00044062993,0.00033588722,0.00070119696,0.0066293157],"genre_scores_gemma":[0.94374835,0.00087095227,0.05377064,0.000025956811,0.000010928366,0.0002943202,0.00013864726,0.000017704824,0.0011225862],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977475,0.00004236316,0.000014920248,0.00004688035,0.00007176494,0.000049307186],"domain_scores_gemma":[0.99989843,0.00002416251,0.000031798387,0.0000066371663,0.000023130444,0.000015807535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031131343,0.00043980288,0.00050215406,0.00028766092,0.00033908934,0.00063454563,0.00041323516,0.00048223155,0.00090511615],"category_scores_gemma":[0.00040264372,0.00023731602,0.00037922437,0.00024543641,0.00020451316,0.00042232728,0.00044664412,0.00026042692,0.0003381596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045808742,0.00026839948,0.001978233,0.0006073336,0.000035132158,0.00020861113,0.00006890558,0.2453507,0.70290107,0.0030712124,0.0003127338,0.044739693],"study_design_scores_gemma":[0.0001255944,0.0020441057,0.004073787,0.00005860449,0.000070161135,0.00015088654,0.00020002482,0.4788775,0.5000867,0.0026705163,0.011587794,0.00005426236],"about_ca_topic_score_codex":0.0006679151,"about_ca_topic_score_gemma":0.0012479936,"teacher_disagreement_score":0.00090511615,"about_ca_system_score_codex":0.00055079116,"about_ca_system_score_gemma":0.00051366043,"threshold_uncertainty_score":0.0039963126},"labels":[],"label_agreement":null},{"id":"W4295836607","doi":"10.1139/cgj-2022-0159","title":"Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Welding; High-density polyethylene; Materials science; Heat-affected zone; Polyethylene; Composite material; Geotechnical engineering; Geology","score_opus":0.00983637237198651,"score_gpt":0.21411794771193032,"score_spread":0.20428157533994382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295836607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945897,0.00009007761,0.00017984408,0.0000031747863,0.0000013935096,0.0000037298262,0.00015486593,0.0000062734102,0.00010158758],"genre_scores_gemma":[0.9984908,0.00009205898,0.00032177803,0.000005897939,9.813374e-7,0.000006172616,0.0002295831,0.0000040616505,0.0008486943],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998678,0.0000101728965,0.000012611787,0.000034497043,0.000051424075,0.000023523302],"domain_scores_gemma":[0.99974793,0.000029747507,0.00006974427,0.000021503316,0.00009918995,0.000031896434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492311,0.00018956192,0.00025255463,0.00019051794,0.00023535381,0.00020101451,0.00017312566,0.00025404012,0.00062633713],"category_scores_gemma":[0.00027495858,0.000116880554,0.00022033014,0.00020982546,0.00015326017,0.00019226912,0.00014652417,0.00020328214,0.00015220811],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021460724,0.000019565767,0.004846367,0.000037949416,0.00001409245,0.000053622854,0.0001172808,0.00041191975,0.99251807,0.000011049862,0.0000142402505,0.0017412463],"study_design_scores_gemma":[0.000004168797,0.00093797984,0.07640877,0.0000075560342,0.00003262108,0.00009211799,0.00024809485,0.0012537508,0.9203854,0.000019999541,0.000596079,0.0000134762795],"about_ca_topic_score_codex":0.0056789126,"about_ca_topic_score_gemma":0.0074065677,"teacher_disagreement_score":0.0056789126,"about_ca_system_score_codex":0.00030279785,"about_ca_system_score_gemma":0.00016798318,"threshold_uncertainty_score":0.011291742},"labels":[],"label_agreement":null},{"id":"W4296111869","doi":"10.1007/s10064-022-02904-8","title":"Role of polyacrylamide polymer in retention of Pb contaminants in smectite","year":2022,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Clay minerals; Contamination; Soil water; Polymer; Environmental chemistry; Chemistry; Polyacrylamide; Mineralogy; Environmental science; Soil science; Organic chemistry; Polymer chemistry","score_opus":0.0025699261432316142,"score_gpt":0.15343444402971337,"score_spread":0.15086451788648175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296111869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985032,0.00046327725,0.00035338954,0.000019766712,0.0000073780857,0.0000037589427,0.000044874563,0.000016253854,0.0005881047],"genre_scores_gemma":[0.9978726,0.00022106824,0.00040046437,0.000010139012,0.0000033259873,0.0000030199762,0.000062784966,0.000007451894,0.0014191902],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990666,0.000020609277,0.0000074652403,0.000018522498,0.0000150618735,0.0000317314],"domain_scores_gemma":[0.9997913,0.00007065404,0.000040327195,0.0000106126345,0.000043345837,0.000043751847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020118344,0.0002861057,0.00015299326,0.00027560344,0.00021503244,0.00052068994,0.00016136523,0.00027495148,0.0013972783],"category_scores_gemma":[0.00029178566,0.0001663302,0.00023062894,0.00015041257,0.00024356587,0.00035242518,0.00015075173,0.00027485428,0.00029727662],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086705346,0.000037949067,0.0014485517,0.000068595364,0.0000124983035,0.00007358218,0.000054857766,0.00015682883,0.9948572,0.00010784476,0.000020680915,0.0022944456],"study_design_scores_gemma":[0.000007874448,0.00045216092,0.0047846995,0.000006780201,0.000020626934,0.000053569023,0.00006452907,0.00072577,0.9934042,0.000026426163,0.00044572473,0.000007736296],"about_ca_topic_score_codex":0.0015160606,"about_ca_topic_score_gemma":0.0016561057,"teacher_disagreement_score":0.0015160606,"about_ca_system_score_codex":0.00019573813,"about_ca_system_score_gemma":0.00037779112,"threshold_uncertainty_score":0.004674375},"labels":[],"label_agreement":null},{"id":"W4296523069","doi":"10.18280/acsm.460404","title":"Assessment of Polyethylene Geomembrane Properties after Accelerated Thermal Ageing","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geomembrane; Crystallinity; Melt flow index; Polyethylene; Shore durometer; Materials science; Ultimate tensile strength; Composite material; High-density polyethylene; Polymer","score_opus":0.03541330453516909,"score_gpt":0.2695274185654705,"score_spread":0.23411411403030144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296523069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997131,0.00073826785,0.0014449278,0.000010545584,0.000012414411,0.000015884467,0.00021833784,0.0000172312,0.00041142653],"genre_scores_gemma":[0.99691725,0.000531523,0.0009591771,0.000012357408,0.000006105232,0.00002591799,0.00025643254,0.000010232241,0.0012810457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975866,0.00003072413,0.000021708649,0.00004659522,0.000107362604,0.0000349414],"domain_scores_gemma":[0.9995789,0.00005428513,0.00013209572,0.00003394104,0.00017421726,0.00002652796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003423161,0.00028388688,0.00024613144,0.00031394372,0.00018428925,0.00022462552,0.00013515003,0.00036045822,0.00088858267],"category_scores_gemma":[0.00048068014,0.000113208254,0.0002651145,0.00031411197,0.00014231713,0.00036249918,0.00020198725,0.00032875192,0.00021359407],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014424419,0.000020184267,0.0026116972,0.00009007214,0.000014486557,0.0001234764,0.00015512141,0.00018651958,0.993048,0.000022003665,0.000023442131,0.0035609533],"study_design_scores_gemma":[0.000004183341,0.0010293865,0.050243646,0.00001876224,0.00004750495,0.0002551836,0.00021777091,0.0006697659,0.94591373,0.00004671674,0.0015354462,0.000017878077],"about_ca_topic_score_codex":0.0003308844,"about_ca_topic_score_gemma":0.00042722438,"teacher_disagreement_score":0.00088858267,"about_ca_system_score_codex":0.000116609815,"about_ca_system_score_gemma":0.00007083408,"threshold_uncertainty_score":0.0029726028},"labels":[],"label_agreement":null},{"id":"W4297999376","doi":"10.1680/jgein.22.00297","title":"Effect of closed and open system freeze–thaw cycles on GMB–GCL interface transmissivity","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetic clay liner; Geosynthetics; Geomembrane; Distilled water; Suction; Geotechnical engineering; Stress (linguistics); Bentonite; Chemistry; Materials science; Environmental science; Chromatography; Geology; Soil science; Hydraulic conductivity; Soil water; Meteorology","score_opus":0.007267982330245936,"score_gpt":0.26589079380889746,"score_spread":0.2586228114786515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297999376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979366,0.00056099484,0.000619049,0.000020664012,0.000018082197,0.00002399089,0.00018520284,0.000022219157,0.0006131876],"genre_scores_gemma":[0.9972645,0.0003693323,0.0013670805,0.000049501483,0.000008652447,0.00004083606,0.0002494092,0.000024489033,0.0006262069],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972504,0.00004643551,0.00002742333,0.00005694973,0.00009175793,0.000052362728],"domain_scores_gemma":[0.9991893,0.0004047949,0.000114344315,0.00008363886,0.00014414404,0.000063826126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047703466,0.0003060986,0.00034793076,0.0001851952,0.00029962347,0.00032764397,0.00024430524,0.00030765828,0.0027362406],"category_scores_gemma":[0.000871665,0.00014562215,0.0002202201,0.00025719713,0.0003926591,0.0003734482,0.00037588947,0.00059064233,0.00017550879],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009973568,0.00014641711,0.00095867633,0.000111417474,0.000015150514,0.000086610715,0.00015523063,0.00047455478,0.99248004,0.000049054906,0.00007155658,0.004453859],"study_design_scores_gemma":[0.000021672447,0.0018762131,0.012912738,0.000015077937,0.000019760651,0.00007009475,0.0001358414,0.0012313938,0.98247784,0.000042783668,0.0011799113,0.000016604501],"about_ca_topic_score_codex":0.0013971513,"about_ca_topic_score_gemma":0.0016627865,"teacher_disagreement_score":0.0027362406,"about_ca_system_score_codex":0.00033661793,"about_ca_system_score_gemma":0.00020346246,"threshold_uncertainty_score":0.009153664},"labels":[],"label_agreement":null},{"id":"W4301770464","doi":"10.26443/msurj.v12i1.39","title":"Examining the Effects of Covered Landfills on Gas Emissions in Parc Baldwin, Montreal","year":2017,"lang":"en","type":"article","venue":"McGill Science Undergraduate Research Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Landfill gas; Methane; Greenhouse gas; Biogas; Environmental science; Carbon dioxide; Environmental engineering; Environmental chemistry; Waste management; Chemistry; Geology; Engineering","score_opus":0.05921103550433856,"score_gpt":0.3471110813323921,"score_spread":0.28790004582805356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301770464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99815506,0.000088644905,0.00008246798,0.000049261213,0.0000019355807,0.000023065444,0.00054157834,0.0000060390616,0.0010519215],"genre_scores_gemma":[0.9982363,0.000094367446,0.00016138924,0.000026696596,0.0000016398532,0.000013711807,0.0003765935,0.0000029113212,0.00108636],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99973327,0.000022658129,0.000004280893,0.000057533656,0.00007767951,0.0001045304],"domain_scores_gemma":[0.9995503,0.00004375248,0.0001026066,0.00001901615,0.00018897925,0.00009534863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002746709,0.00027710025,0.00013582804,0.00051569147,0.0009773509,0.0006252409,0.00070231996,0.00017466886,0.0017600298],"category_scores_gemma":[0.0005312007,0.00016394141,0.00019319898,0.0008421495,0.00057108345,0.00025390767,0.00053967047,0.00023076225,0.0001082168],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023846162,0.000100846766,0.973047,0.0000684863,0.00007641393,0.0006818706,0.0018468706,0.0011536768,0.006963144,0.00017253844,0.0009978415,0.014652858],"study_design_scores_gemma":[0.0000037794657,0.000066931265,0.99663514,0.0000058676906,0.000012555555,0.000031691376,0.0012806184,0.0002639776,0.0006689738,0.00001116923,0.0010134313,0.000005950001],"about_ca_topic_score_codex":0.9637779,"about_ca_topic_score_gemma":0.9900551,"teacher_disagreement_score":0.0362221,"about_ca_system_score_codex":0.012512439,"about_ca_system_score_gemma":0.0067492207,"threshold_uncertainty_score":0.09078455},"labels":[],"label_agreement":null},{"id":"W4306683456","doi":"10.1016/j.geotexmem.2022.09.003","title":"Importance of thickness reduction and squeeze-out Std-OIT loss for HDPE geomembrane fusion seams","year":2022,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Reduction (mathematics); Fusion; Materials science; Geotechnical engineering; Geotextile; Composite material; Forensic engineering; Geology; Polyethylene; Engineering; Mathematics","score_opus":0.009157466924780993,"score_gpt":0.2219419492541151,"score_spread":0.21278448232933408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306683456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922104,0.0001543114,0.0046642846,0.000039945462,0.000014591256,0.000013778213,0.00013598596,0.000054647833,0.0027120681],"genre_scores_gemma":[0.9977487,0.00005124266,0.0010080583,0.000010433847,0.000001525937,0.0000048018974,0.00006922641,0.000010132534,0.0010959607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996152,0.000030401001,0.000019080313,0.000043591965,0.00022045507,0.00007124305],"domain_scores_gemma":[0.9993969,0.000117320546,0.000099595054,0.000065003456,0.00028971283,0.000031409705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007638973,0.00029826284,0.00024139915,0.0003935377,0.0005979349,0.00076458626,0.0003562888,0.00056024786,0.0021651965],"category_scores_gemma":[0.0010266957,0.00012862768,0.00034811872,0.00030005627,0.0004237062,0.00093608926,0.0005058894,0.00039695666,0.0002561163],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021249556,0.00017585204,0.051020693,0.00024992754,0.000046504923,0.00028684604,0.0004241093,0.03183159,0.8411524,0.0010768926,0.00038704815,0.071223125],"study_design_scores_gemma":[0.000015648473,0.00062728976,0.08764508,0.000028467628,0.00006422527,0.00020389642,0.00081255747,0.019831022,0.88786644,0.00025351832,0.0026245378,0.000027359094],"about_ca_topic_score_codex":0.0031702933,"about_ca_topic_score_gemma":0.004068319,"teacher_disagreement_score":0.0031702933,"about_ca_system_score_codex":0.0005360623,"about_ca_system_score_gemma":0.0005483065,"threshold_uncertainty_score":0.0072433352},"labels":[],"label_agreement":null},{"id":"W4312063995","doi":"10.1007/s40891-022-00421-y","title":"Properties of HDPE Geomembrane Exhumed 20 Years After Installation in a Mine Reclamation Cover System","year":2022,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Land reclamation; Cover (algebra); Geology; High-density polyethylene; Geotechnical engineering; Mining engineering; Engineering; Archaeology; Materials science; Geography; Mechanical engineering","score_opus":0.005633954368487666,"score_gpt":0.17270751242261745,"score_spread":0.1670735580541298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312063995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928015,0.000035165245,0.00009817097,0.0000064882565,0.0000030038852,0.0000019876065,0.00021659113,0.0000048661345,0.0003537264],"genre_scores_gemma":[0.9990778,0.000020813004,0.000052525073,0.000004764296,0.0000010492644,0.0000014229321,0.00020900196,0.0000021303695,0.0006303784],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999157,0.0000058629576,0.0000062395743,0.00002484694,0.000027056267,0.000020292675],"domain_scores_gemma":[0.9997701,0.000057350007,0.000055046083,0.000014462236,0.00008304461,0.000019948808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020357114,0.00014675753,0.00022348475,0.00044022087,0.00044518407,0.0004258911,0.00022912191,0.0005586147,0.001497488],"category_scores_gemma":[0.00027626456,0.00009369809,0.00027121487,0.0003178892,0.0002711753,0.00050110335,0.00020743028,0.00023058474,0.00030317824],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037247497,0.00042994006,0.24604677,0.00016877656,0.00011979218,0.0025020777,0.0007745621,0.0073787053,0.7203078,0.00023265481,0.00044487658,0.01786921],"study_design_scores_gemma":[0.000023785497,0.00093699154,0.76752573,0.000021159658,0.000090608926,0.00047447867,0.0012677937,0.006753317,0.2208985,0.0000969925,0.0018707896,0.000039826908],"about_ca_topic_score_codex":0.006140248,"about_ca_topic_score_gemma":0.0068157804,"teacher_disagreement_score":0.006140248,"about_ca_system_score_codex":0.00036610445,"about_ca_system_score_gemma":0.00018234488,"threshold_uncertainty_score":0.012209058},"labels":[],"label_agreement":null},{"id":"W4312195333","doi":"10.1016/j.wasman.2022.12.018","title":"Emissions rate measurement with flow modelling to optimize landfill gas collection from horizontal collectors","year":2022,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Methane; Environmental science; Greenhouse gas; Demolition; Fugitive emissions; Volumetric flow rate; Environmental engineering; Waste management; Landfill gas; Data collection; Engineering; Municipal solid waste; Civil engineering; Chemistry; Geology","score_opus":0.01755239618275177,"score_gpt":0.18706513659535795,"score_spread":0.16951274041260617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312195333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7375564,0.00034073243,0.25394905,0.0001905806,0.000043021315,0.00021605518,0.00049269013,0.001741899,0.0054695862],"genre_scores_gemma":[0.98086905,0.00008525879,0.017886177,0.000018141098,0.0000055550768,0.00009363221,0.00016334356,0.00005638632,0.0008224612],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995161,0.00012887699,0.000028255732,0.0000868339,0.00018286184,0.000057006124],"domain_scores_gemma":[0.99941874,0.00033271944,0.0000652796,0.000055710963,0.00011380741,0.0000137588495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010343578,0.0010071934,0.0007991159,0.0004892668,0.00045246075,0.0010273022,0.00068470783,0.00084529247,0.00094682444],"category_scores_gemma":[0.0014698067,0.00046354512,0.0006138342,0.0005865481,0.00033964208,0.0012438365,0.00041897417,0.00048208472,0.00019975142],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006814388,0.0005501691,0.014049959,0.00024856193,0.000068966496,0.000060037655,0.00010350136,0.79762965,0.122322366,0.0013301765,0.00050723046,0.062447924],"study_design_scores_gemma":[0.00004250079,0.00017351248,0.003340897,0.000009497164,0.00003286262,0.000009448615,0.000027483053,0.89552677,0.099829145,0.00041216463,0.00057461497,0.00002102227],"about_ca_topic_score_codex":0.013783108,"about_ca_topic_score_gemma":0.012128342,"teacher_disagreement_score":0.013783108,"about_ca_system_score_codex":0.0013210531,"about_ca_system_score_gemma":0.001326638,"threshold_uncertainty_score":0.027405739},"labels":[],"label_agreement":null},{"id":"W4313404038","doi":"10.1680/jgein.22.00340","title":"Performance of landfill low-permeability liners for minimizing groundwater contamination","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Geomembrane; Aquifer; Geosynthetic clay liner; Groundwater; Permeability (electromagnetism); Geotechnical engineering; Environmental science; Chloride; Limiting; Environmental engineering; Contamination; Hydraulic conductivity; Waste management; Geology; Soil science; Materials science; Chemistry; Engineering; Soil water; Membrane; Metallurgy","score_opus":0.010749041824236251,"score_gpt":0.2291186278341307,"score_spread":0.21836958600989445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313404038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924712,0.0000789531,0.0067475257,0.000023748285,0.0000019750296,0.0000152426655,0.000058031328,0.00014261289,0.00046073995],"genre_scores_gemma":[0.9979274,0.000052253825,0.001764121,0.000002972038,4.5145384e-7,0.0000070767987,0.000032962485,0.000006864166,0.00020595778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996413,0.00012182785,0.000021214079,0.000049798946,0.00010863871,0.000057212506],"domain_scores_gemma":[0.9995969,0.000112813665,0.00015202934,0.000039726263,0.000073057956,0.000025524389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053394114,0.0004910048,0.0004412975,0.00036121762,0.00026713824,0.00062884967,0.00058081147,0.0005609425,0.00067851756],"category_scores_gemma":[0.000841981,0.00022200725,0.00041411613,0.00030582002,0.00030932264,0.0008485209,0.00041788482,0.00018645941,0.00018545655],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085213315,0.00031382192,0.023617523,0.00022320906,0.000058666676,0.00026638684,0.00013340413,0.70052236,0.24836153,0.00066961854,0.00027847622,0.024702882],"study_design_scores_gemma":[0.00008376204,0.0018820299,0.011586869,0.000016517382,0.000070085924,0.000117883355,0.00027908193,0.79084766,0.19370073,0.00029434846,0.0010551754,0.00006589523],"about_ca_topic_score_codex":0.0075356956,"about_ca_topic_score_gemma":0.008409441,"teacher_disagreement_score":0.0075356956,"about_ca_system_score_codex":0.0008578917,"about_ca_system_score_gemma":0.0006298813,"threshold_uncertainty_score":0.014983654},"labels":[],"label_agreement":null},{"id":"W4315433323","doi":"10.1139/cgj-2022-0419","title":"Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Heap leaching; Leachate; Leaching (pedology); High-density polyethylene; Geotechnical engineering; Heap (data structure); Materials science; Environmental science; Chemistry; Geology; Metallurgy; Composite material; Copper; Environmental chemistry; Polyethylene; Soil science; Mathematics","score_opus":0.013532684586323278,"score_gpt":0.21282935946427894,"score_spread":0.19929667487795566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315433323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992448,0.00013788497,0.00028061226,0.00001676569,0.000004421822,0.000005252741,0.00010986189,0.000006867547,0.00019358822],"genre_scores_gemma":[0.9977489,0.0002461568,0.0009663441,0.000016374097,0.0000030412136,0.000017500473,0.00016675622,0.0000043592045,0.00083041325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981374,0.000022685317,0.000019996307,0.000038903065,0.00007446511,0.000030241044],"domain_scores_gemma":[0.9998159,0.000051443774,0.000048208418,0.000012237637,0.000052250256,0.000020091966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002922598,0.00031024855,0.0002591585,0.00014269885,0.00023215167,0.0002642182,0.00021341292,0.0005105814,0.00093712844],"category_scores_gemma":[0.00043648272,0.00014871478,0.00025233248,0.00023678964,0.00021590762,0.00029777386,0.0002066131,0.00034366362,0.0001389568],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018491894,0.000020080965,0.00081266393,0.000054503227,0.000009342258,0.000055714485,0.00007016797,0.0003490028,0.9970086,0.0000242237,0.000018033194,0.0013926039],"study_design_scores_gemma":[0.000011921784,0.00087172247,0.012175004,0.000012944084,0.000025669331,0.0001128657,0.00017987087,0.0009646658,0.984761,0.000032774387,0.00083639513,0.000015034916],"about_ca_topic_score_codex":0.0011494182,"about_ca_topic_score_gemma":0.0016429425,"teacher_disagreement_score":0.0011494182,"about_ca_system_score_codex":0.0002340202,"about_ca_system_score_gemma":0.00018673875,"threshold_uncertainty_score":0.0031350255},"labels":[],"label_agreement":null},{"id":"W4317655889","doi":"10.1101/2023.01.20.524919","title":"Microbial methane cycling in a landfill on a decadal time scale","year":2023,"lang":"en","type":"preprint","venue":"bioRxiv (Cold Spring Harbor Laboratory)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Methane; Methanogenesis; Anaerobic oxidation of methane; Environmental science; Anoxic waters; Municipal solid waste; Landfill gas; Leachate; Microbial population biology; Greenhouse gas; Biogeochemical cycle; Cycling; Waste management; Environmental chemistry; Environmental engineering; Ecology; Chemistry; Biology; Engineering","score_opus":0.014049249118691797,"score_gpt":0.22058875205034545,"score_spread":0.20653950293165366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317655889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99764806,0.00019446902,0.0007258676,0.00007169524,0.000010237828,0.000003822934,0.00095364917,0.000028309367,0.0003639202],"genre_scores_gemma":[0.9979703,0.00013303495,0.00067068153,0.000023521465,0.000009606243,0.0000065085005,0.0010035643,0.000008679825,0.00017402001],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998486,0.000017198461,0.0000071878976,0.000055747365,0.0000398584,0.000031454307],"domain_scores_gemma":[0.9997695,0.000029840354,0.000057814992,0.000022133487,0.00008116548,0.000039564256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043769582,0.0002181006,0.00029952638,0.000483823,0.00039508336,0.00049235806,0.00018698303,0.00028683658,0.0006842891],"category_scores_gemma":[0.0003463776,0.0000977497,0.0002869736,0.0007508895,0.00021173673,0.0005537402,0.0006095225,0.00038506015,0.00019146324],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068266265,0.0001477292,0.6024593,0.00016160173,0.00026305628,0.00063786726,0.00059137616,0.0047279,0.36231905,0.00066396495,0.0007933244,0.026552282],"study_design_scores_gemma":[0.000006525517,0.00027161912,0.9522054,0.000020756492,0.000084938554,0.00023864744,0.0010824545,0.008860462,0.030000582,0.00061716436,0.006578656,0.000032686577],"about_ca_topic_score_codex":0.0029158997,"about_ca_topic_score_gemma":0.00286158,"teacher_disagreement_score":0.0029158997,"about_ca_system_score_codex":0.00034408853,"about_ca_system_score_gemma":0.00022280372,"threshold_uncertainty_score":0.005797863},"labels":[],"label_agreement":null},{"id":"W4319080421","doi":"10.1016/j.geotexmem.2023.01.002","title":"Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geomembrane; Drainage; Geotechnical engineering; Moisture; Water content; Geotextile; Leakage (economics); Water leakage; Environmental science; Geology; Materials science; Composite material","score_opus":0.013843503713094197,"score_gpt":0.24540752325899917,"score_spread":0.23156401954590497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319080421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99965453,0.000013904321,0.00012117351,0.0000053751573,9.0159693e-7,0.000007794568,0.000054135475,0.0000056951494,0.00013645762],"genre_scores_gemma":[0.99939847,0.000022416414,0.0002488989,0.0000056739764,0.0000014008561,0.00001000336,0.00011011839,0.0000022970391,0.00020077653],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996183,0.000043421034,0.000024946425,0.00011275961,0.00011367836,0.00008690234],"domain_scores_gemma":[0.99934024,0.00013351404,0.00017025499,0.000038816022,0.00023249383,0.00008458978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063923834,0.00042797544,0.0005076283,0.00086040614,0.0013002036,0.00090140686,0.00059008104,0.0011252799,0.00027905233],"category_scores_gemma":[0.00056938804,0.0002902527,0.00046371724,0.0005498611,0.00081378256,0.00080518884,0.0006091804,0.00053006905,0.00012318415],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021345338,0.0016305405,0.7087956,0.00014715057,0.00029309953,0.0012538678,0.0032548562,0.0075732577,0.24763942,0.00012398425,0.0003594135,0.02679429],"study_design_scores_gemma":[0.0000357032,0.0011362246,0.96571654,0.000013875997,0.00011601943,0.00019984132,0.0019481869,0.006243872,0.023667432,0.00006933263,0.0008236152,0.00002928782],"about_ca_topic_score_codex":0.02919241,"about_ca_topic_score_gemma":0.06652411,"teacher_disagreement_score":0.02919241,"about_ca_system_score_codex":0.0011702825,"about_ca_system_score_gemma":0.00053047313,"threshold_uncertainty_score":0.05804497},"labels":[],"label_agreement":null},{"id":"W4319300409","doi":"10.21203/rs.3.rs-2534752/v1","title":"Optimization of landfill gas generation based on a modified first-order decay model: A case study in Quebec province","year":2023,"lang":"en","type":"preprint","venue":"Research Square","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University; Biothermica (Canada)","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Landfill gas; Demolition; Yard; Demolition waste; Environmental science; Municipal solid waste; Waste management; Environmental engineering; Engineering; Civil engineering; Physics","score_opus":0.11113682302474295,"score_gpt":0.3710807449005167,"score_spread":0.25994392187577375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319300409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891912,0.000101591744,0.005735513,0.00012820703,0.00000737936,0.00011360399,0.0004695772,0.000115227376,0.0041377177],"genre_scores_gemma":[0.99301106,0.00005285003,0.004089827,0.00002246709,0.0000011875708,0.00003711757,0.00025306543,0.00001482109,0.0025175905],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997124,0.00007527084,0.000008887788,0.000046774843,0.000055918452,0.00010066906],"domain_scores_gemma":[0.999331,0.00032448178,0.000044340977,0.000029494391,0.0002125598,0.00005826588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009053507,0.0011484567,0.00063620944,0.00067034794,0.0012584098,0.001222561,0.0014307833,0.0013853988,0.0014591723],"category_scores_gemma":[0.0008968376,0.0004474773,0.00084418256,0.0007849127,0.0006978731,0.00037107788,0.00037961718,0.0006734109,0.0001247755],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008249959,0.000119230135,0.004288727,0.000030155274,0.00002163991,0.00023246642,0.000020397425,0.9904523,0.0013732319,0.00031589845,0.0003082668,0.0027553153],"study_design_scores_gemma":[0.000033629614,0.00007053114,0.002392045,0.0000041224557,0.000015244137,0.000008894634,0.000083038576,0.99603087,0.0010149451,0.00006168073,0.0002736652,0.000011313032],"about_ca_topic_score_codex":0.9172852,"about_ca_topic_score_gemma":0.8861358,"teacher_disagreement_score":0.082714796,"about_ca_system_score_codex":0.013616274,"about_ca_system_score_gemma":0.0073884763,"threshold_uncertainty_score":0.16640377},"labels":[],"label_agreement":null},{"id":"W4320492082","doi":"10.1680/jgein.22.00404","title":"Effect of a soluble subgrade on leakage through a geomembrane defect","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Subgrade; Dissolution; Geotechnical engineering; Geosynthetics; Erosion; Solubility; Leaching (pedology); Materials science; Flow (mathematics); Leakage (economics); Geology; Soil science; Engineering; Mechanics; Chemistry; Geomorphology; Soil water; Chemical engineering","score_opus":0.010414002675902317,"score_gpt":0.2718503725634521,"score_spread":0.2614363698875498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320492082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931014,0.00015499964,0.00029934145,0.000007629567,0.0000037170425,0.000004113108,0.000032938977,0.000008387771,0.00017879883],"genre_scores_gemma":[0.9989679,0.00015959956,0.0004551219,0.000010307682,0.0000017829934,0.0000028216316,0.00004193609,0.0000047648305,0.00035581828],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999819,0.000031147945,0.000018412213,0.000030809846,0.000057527777,0.00004318072],"domain_scores_gemma":[0.999464,0.00018855107,0.00018391194,0.000037316262,0.0000813952,0.000044852168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020962511,0.00017718453,0.0002754642,0.00014978969,0.00012648206,0.00037647077,0.000170015,0.00027660982,0.000877434],"category_scores_gemma":[0.00044758775,0.00009601237,0.00023212419,0.00015747169,0.00017785348,0.00031968995,0.00023406393,0.00027380677,0.0001131353],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005557687,0.00007162052,0.0016688828,0.00008755619,0.000015531905,0.00018059446,0.0000643825,0.00033899347,0.9940236,0.000055016568,0.00002567836,0.002912413],"study_design_scores_gemma":[0.000005392744,0.0012213235,0.0039798752,0.0000058439286,0.000020183916,0.00010759968,0.00007116233,0.0007523035,0.9934344,0.000010783795,0.000387078,0.0000040377226],"about_ca_topic_score_codex":0.00072544627,"about_ca_topic_score_gemma":0.0008272711,"teacher_disagreement_score":0.000877434,"about_ca_system_score_codex":0.00018539572,"about_ca_system_score_gemma":0.00016478333,"threshold_uncertainty_score":0.00293535},"labels":[],"label_agreement":null},{"id":"W4321071930","doi":"10.1016/j.polar.2023.100928","title":"PCB containment using geosynthetics in Canada's Arctic","year":2023,"lang":"en","type":"article","venue":"Polar Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University; Dillon Consulting; BGC Engineering (Canada)","funders":"Aboriginal Affairs and Northern Development Canada","keywords":"Geosynthetic clay liner; Geomembrane; Geosynthetics; Geotextile; Geotechnical engineering; Environmental science; Hydraulic conductivity; Geology; Soil science; Soil water","score_opus":0.01509876511324778,"score_gpt":0.23140125489904834,"score_spread":0.21630248978580055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321071930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97739977,0.00075694406,0.0008030938,0.00027859618,0.000019369323,0.00003155143,0.0004225619,0.000038195878,0.02024997],"genre_scores_gemma":[0.9896129,0.0011916494,0.0010945112,0.00010005086,0.000004132168,0.000009060136,0.00024371868,0.000020824138,0.0077231294],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99930847,0.00007460714,0.000016037879,0.00007995861,0.0003029602,0.00021798338],"domain_scores_gemma":[0.9995943,0.000032742544,0.000039139064,0.000014586338,0.00026668276,0.00005269551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049299677,0.00025752693,0.00024775698,0.0007635549,0.0033290347,0.0014181674,0.00046857787,0.00029510199,0.0015080215],"category_scores_gemma":[0.00044537568,0.000103482904,0.00021641486,0.0012376999,0.00067300064,0.00033741508,0.0005359683,0.0003151162,0.00020177224],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0065453066,0.0012082156,0.24892947,0.00083950843,0.00024817314,0.00231824,0.008135041,0.042211115,0.30547345,0.01455366,0.012348863,0.35718894],"study_design_scores_gemma":[0.00017135237,0.0030090306,0.2540835,0.00023759289,0.00037731385,0.00038871903,0.025986498,0.007957318,0.57959396,0.0014247432,0.12665606,0.00011390355],"about_ca_topic_score_codex":0.94366276,"about_ca_topic_score_gemma":0.97882575,"teacher_disagreement_score":0.056337237,"about_ca_system_score_codex":0.01688302,"about_ca_system_score_gemma":0.019972231,"threshold_uncertainty_score":0.12249541},"labels":[],"label_agreement":null},{"id":"W4321376412","doi":"10.53623/tasp.v3i1.177","title":"Assessment of the Physiochemical Characteristics of Water Samples from Vicinity Area of Wadafiae Landfill, Khartoum North, Sudan","year":2023,"lang":"en","type":"article","venue":"Tropical Aquatic and Soil Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Municipal solid waste; Urbanization; Groundwater; Population; Pollution; Water resource management; Environmental protection; Environmental engineering; Geography; Waste management; Environmental health; Ecology; Geology","score_opus":0.01658742111209834,"score_gpt":0.22845172185132695,"score_spread":0.2118643007392286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321376412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990169,0.00006933733,0.00011881574,0.000011156273,0.0000017798174,0.000009267911,0.00022302568,0.0000038897333,0.00054595387],"genre_scores_gemma":[0.9986167,0.00014842437,0.00041510846,0.000018299712,0.0000030638053,0.000018786224,0.00031242814,0.0000012749607,0.0004658976],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998691,0.000020404997,0.000014075186,0.000024762845,0.000040615454,0.00003098223],"domain_scores_gemma":[0.99993765,0.000010173307,0.000019135881,0.0000035409466,0.000021813985,0.000007660373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001238013,0.00019918445,0.00017048042,0.0010488953,0.00088758755,0.00062379456,0.00012077706,0.0002508058,0.00045624326],"category_scores_gemma":[0.00013212359,0.00010771327,0.0001679393,0.0013278497,0.00025847965,0.00015050913,0.0002647013,0.00009867508,0.00009683567],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001869413,0.00014181355,0.7635218,0.00014405118,0.0000687238,0.000995498,0.0032457376,0.0005116028,0.21322258,0.0001454744,0.00019950625,0.017616242],"study_design_scores_gemma":[0.0000032992175,0.0000861026,0.98591065,0.000010950685,0.000024038229,0.00029563028,0.0031839376,0.00039565063,0.009027194,0.00003503985,0.0010211513,0.0000064907154],"about_ca_topic_score_codex":0.01814083,"about_ca_topic_score_gemma":0.039719995,"teacher_disagreement_score":0.01814083,"about_ca_system_score_codex":0.0002762943,"about_ca_system_score_gemma":0.00039011953,"threshold_uncertainty_score":0.036070466},"labels":[],"label_agreement":null},{"id":"W4322013251","doi":"10.1061/jggefk.gteng-11101","title":"Degradation Behavior of Two Multilayered Textured White HDPE Geomembranes and Their Smooth Edges","year":2023,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Geomembrane; Materials science; Composite material; Enhanced Data Rates for GSM Evolution; High-density polyethylene; Ultimate tensile strength; Core (optical fiber); Degradation (telecommunications); Leachate; Geotechnical engineering; Polyethylene; Waste management; Geology","score_opus":0.009257409946472577,"score_gpt":0.21109403283517375,"score_spread":0.20183662288870116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322013251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915147,0.000111570786,0.00053203065,0.0000058926794,0.000006211736,0.0000037944396,0.00005633378,0.000011175497,0.000121515724],"genre_scores_gemma":[0.9974559,0.00012337272,0.0015835193,0.0000158138,0.0000021482012,0.0000091449965,0.00008955557,0.000005938823,0.0007146457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998903,0.00000957715,0.000011975503,0.000024301686,0.000038745427,0.000025066172],"domain_scores_gemma":[0.9997706,0.000025852694,0.00008732194,0.000021416534,0.00005824061,0.000036502606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001518822,0.00025848235,0.00016339535,0.00020806871,0.000120851255,0.0002711091,0.00010940076,0.00035122977,0.000472849],"category_scores_gemma":[0.0003185126,0.00013481692,0.00024597286,0.00017279385,0.00013778437,0.00025233175,0.0001602948,0.00023909913,0.000089734596],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001334202,0.000012159109,0.00049196515,0.000018403673,0.000006414884,0.00003786242,0.000018726123,0.00016286963,0.9982816,0.000013706113,0.000006588123,0.00081623334],"study_design_scores_gemma":[0.000008007337,0.00048426446,0.01289266,0.000006142847,0.000023910166,0.000086669716,0.000084939566,0.0007004976,0.98508346,0.0000134501115,0.00060491514,0.000011059255],"about_ca_topic_score_codex":0.0005168213,"about_ca_topic_score_gemma":0.00074624835,"teacher_disagreement_score":0.0005168213,"about_ca_system_score_codex":0.00015570417,"about_ca_system_score_gemma":0.000099326,"threshold_uncertainty_score":0.0015818477},"labels":[],"label_agreement":null},{"id":"W4323036635","doi":"10.1016/j.wasman.2023.02.004","title":"The need to consider the service life of all components of a modern MSW landfill liner system","year":2023,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Canada Foundation for Innovation; Ontario Innovation Trust","keywords":"Geomembrane; Geosynthetic clay liner; Geotextile; Leachate; Drainage; Geotechnical engineering; Bentonite; Municipal solid waste; Engineering; Service life; Waste management; Erosion; Environmental science; Environmental engineering; Geology; Hydraulic conductivity; Soil water","score_opus":0.03000538128871344,"score_gpt":0.24024020161154916,"score_spread":0.21023482032283572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323036635","genre_codex":"empirical","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8859351,0.0037337819,0.06510015,0.009743985,0.00058486965,0.00017948748,0.00048223385,0.00040915748,0.03383128],"genre_scores_gemma":[0.97274834,0.0006907787,0.01586405,0.00056251895,0.00011424582,0.00006309675,0.00017463705,0.000099107245,0.009683239],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993048,0.00020379495,0.000042039224,0.00006833036,0.00028929874,0.00009171324],"domain_scores_gemma":[0.99796534,0.00065517443,0.00013977232,0.00018631895,0.00089785515,0.00015560331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016282394,0.00050363026,0.00046071416,0.00043961196,0.0011847132,0.0021605282,0.0007815496,0.0014675383,0.0045169014],"category_scores_gemma":[0.003369276,0.00025701209,0.00070928165,0.00035008215,0.0005499835,0.0045177243,0.00071348593,0.0010710357,0.0006787601],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011720028,0.0008061036,0.053802494,0.0010773133,0.00030086318,0.001193006,0.0015254837,0.21039473,0.18581612,0.023877064,0.01710192,0.50293297],"study_design_scores_gemma":[0.000082507184,0.0062138196,0.067473,0.00056400336,0.0008817951,0.0037626913,0.015660986,0.44175306,0.16077721,0.046002977,0.25640932,0.00041853118],"about_ca_topic_score_codex":0.01125588,"about_ca_topic_score_gemma":0.024423521,"teacher_disagreement_score":0.01125588,"about_ca_system_score_codex":0.001214841,"about_ca_system_score_gemma":0.0027144447,"threshold_uncertainty_score":0.02238077},"labels":[],"label_agreement":null},{"id":"W4324057415","doi":"10.1680/jenge.21.00038","title":"Effect of wetting–drying cycles on the desiccation of tailings pre-dewatered with super absorbent polymer","year":2023,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Wetting; Dewatering; Tailings; Kerosene; Materials science; Composite material; Contact angle; Porosimetry; Chemistry; Porosity; Geotechnical engineering; Metallurgy; Porous medium; Geology","score_opus":0.005956706240724183,"score_gpt":0.21317962216979108,"score_spread":0.2072229159290669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4324057415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989812,0.0002723513,0.00041182726,0.0000066104944,0.0000062087825,0.000010058472,0.000065841035,0.000011009092,0.0002349795],"genre_scores_gemma":[0.9972492,0.00039882655,0.0012618497,0.00001840699,0.000005059432,0.000020177447,0.0001688197,0.00001931591,0.00085830205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983966,0.0000139102785,0.000015032811,0.000036306603,0.00005976877,0.000035327797],"domain_scores_gemma":[0.9997502,0.00008209278,0.000064053165,0.00002326643,0.00005753534,0.00002291404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020406864,0.00030821052,0.00026322427,0.00020956753,0.0001707775,0.00017418936,0.00014752682,0.00017216249,0.0010607934],"category_scores_gemma":[0.00040943298,0.00012199346,0.00027258517,0.0002570525,0.00017782871,0.00029991844,0.00016766872,0.00036776025,0.000120868885],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011003999,0.000022382603,0.0007250007,0.00006407176,0.000009427854,0.000051632334,0.00006878664,0.00016744646,0.9956553,0.000011443313,0.000014746851,0.0030997384],"study_design_scores_gemma":[0.0000022995616,0.00038319558,0.012295949,0.0000053292206,0.0000159123,0.000042298296,0.00006450403,0.0004708137,0.9861784,0.000010538904,0.0005238777,0.000006970176],"about_ca_topic_score_codex":0.0009442542,"about_ca_topic_score_gemma":0.0025829193,"teacher_disagreement_score":0.0010607934,"about_ca_system_score_codex":0.00014898217,"about_ca_system_score_gemma":0.00011032255,"threshold_uncertainty_score":0.0035486817},"labels":[],"label_agreement":null},{"id":"W4360614177","doi":"10.1061/9780784484661.033","title":"Dynamic Compaction: A Proven Ground Improvement Method for Landfill Sites","year":2023,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"123 Certification (Canada)","funders":"","keywords":"Dynamic compaction; Compaction; Environmental science; Computer science; Geotechnical engineering; Geology","score_opus":0.020658564813675274,"score_gpt":0.3061924419810564,"score_spread":0.2855338771673811,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360614177","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23393223,0.0030121533,0.73626,0.00049441814,0.00018139103,0.0009839658,0.00029944998,0.0029921245,0.02184416],"genre_scores_gemma":[0.7375704,0.0012149669,0.25403762,0.000099666184,0.000058893347,0.00022327626,0.00018305177,0.00015671813,0.00645537],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99802434,0.00033258242,0.000085333944,0.0001872995,0.0012373162,0.00013310918],"domain_scores_gemma":[0.99805593,0.0005152192,0.00036741482,0.00033207316,0.0006388857,0.000090524554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015468849,0.0004951042,0.00038378115,0.0014839874,0.00055359746,0.0007994251,0.001055213,0.0005226068,0.0029769794],"category_scores_gemma":[0.0034702783,0.000310308,0.00024354638,0.001341328,0.00090297393,0.0009913273,0.00092002563,0.00041144196,0.00070544897],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005387927,0.00037725962,0.009306054,0.0007182484,0.000027712485,0.0003761919,0.0006571492,0.011268442,0.13907203,0.003329878,0.0024494766,0.8318788],"study_design_scores_gemma":[0.00029829296,0.006126867,0.05854145,0.0005254286,0.00028094064,0.0036972594,0.0017409724,0.09572249,0.7262747,0.002774565,0.10374082,0.000276206],"about_ca_topic_score_codex":0.0022144776,"about_ca_topic_score_gemma":0.005934661,"teacher_disagreement_score":0.0029769794,"about_ca_system_score_codex":0.0005388339,"about_ca_system_score_gemma":0.00065945997,"threshold_uncertainty_score":0.0099589825},"labels":[],"label_agreement":null},{"id":"W4362589887","doi":"10.1016/j.geotexmem.2023.03.006","title":"Effect of geosynthetic component characteristics on the potential for GCL internal erosion","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotextile; Geosynthetics; Subgrade; Geosynthetic clay liner; Erosion; Materials science; Polypropylene; Geotechnical engineering; Internal erosion; Nonwoven fabric; Composite material; Bentonite; Environmental science; Geology; Hydraulic conductivity; Soil science; Levee; Soil water; Fiber","score_opus":0.006178803798703628,"score_gpt":0.21931174024459338,"score_spread":0.21313293644588976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362589887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840444,0.000051125946,0.00031900647,0.000008955183,0.0000024914168,0.0000072960815,0.00014464308,0.000015393674,0.0010466066],"genre_scores_gemma":[0.99923325,0.00002867679,0.00019867498,0.000005692771,6.936657e-7,0.0000042985066,0.0001215776,0.000011490659,0.0003956212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996799,0.0000639132,0.00001892551,0.00006182658,0.000077903336,0.00009742311],"domain_scores_gemma":[0.9977812,0.0014419991,0.00018482642,0.000101772835,0.00035532168,0.00013485886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047087355,0.00034254396,0.00033971286,0.0004551315,0.00042993447,0.0013664262,0.00033216728,0.0004774345,0.004784325],"category_scores_gemma":[0.0026083244,0.00019514591,0.000248864,0.0007820328,0.0005133516,0.00067873846,0.00044903925,0.00031332806,0.000503921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.018655447,0.0007224603,0.0768461,0.00038675932,0.000118747725,0.00073899544,0.00023337177,0.09501855,0.77535564,0.0011485828,0.0003738103,0.030401569],"study_design_scores_gemma":[0.0001347095,0.0023347153,0.09580069,0.000017248947,0.00016052178,0.00017165346,0.00054904463,0.02964485,0.8694622,0.00018078061,0.0014913519,0.000052100724],"about_ca_topic_score_codex":0.0059041493,"about_ca_topic_score_gemma":0.0039001114,"teacher_disagreement_score":0.0059041493,"about_ca_system_score_codex":0.00082962395,"about_ca_system_score_gemma":0.00041138017,"threshold_uncertainty_score":0.016005158},"labels":[],"label_agreement":null},{"id":"W4365147632","doi":"10.1061/ijgnai.gmeng-8115","title":"A Predictive Settlement Modeling Framework Employing Thermal–Hydraulic–Mechanical–Biochemical Processes in Municipal Solid Waste Landfills","year":2023,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Settlement (finance); Geotechnical engineering; Environmental science; Thermal hydraulics; Waste management; Thermal; Civil engineering; Geology; Engineering; Heat transfer; Computer science; Mechanics; Geography","score_opus":0.020554702551952367,"score_gpt":0.2906599766576822,"score_spread":0.2701052741057298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365147632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57609355,0.0006053969,0.41300005,0.00038603292,0.00004208395,0.00022211684,0.00030780808,0.0006221679,0.008720714],"genre_scores_gemma":[0.9897692,0.00018377398,0.008815017,0.000013200607,0.00000730276,0.000086222964,0.000085636624,0.000014228221,0.0010253033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979955,0.00005069288,0.000013419256,0.000039077386,0.00005965624,0.000037570288],"domain_scores_gemma":[0.9998198,0.000062204424,0.000034176483,0.000008679358,0.000060976272,0.000014042195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005854621,0.0008352832,0.00067872327,0.0005178805,0.00054336427,0.0010058968,0.0009931878,0.0010524929,0.00063626125],"category_scores_gemma":[0.000464681,0.00039128755,0.00097218546,0.00043304428,0.0005427576,0.00070603506,0.0006908331,0.0005551973,0.0001111925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008928929,0.000017388946,0.00043025255,0.000010609182,0.0000047095295,0.000023364822,0.000013774679,0.99615556,0.00082874444,0.00058612495,0.000032364554,0.0018881753],"study_design_scores_gemma":[0.0000020250989,0.000012155264,0.00014160138,0.0000014788582,0.0000031309635,0.0000029054493,0.000007154494,0.9993936,0.00021232532,0.0001488013,0.00007209751,0.0000027815943],"about_ca_topic_score_codex":0.0349676,"about_ca_topic_score_gemma":0.018121287,"teacher_disagreement_score":0.0349676,"about_ca_system_score_codex":0.0013401608,"about_ca_system_score_gemma":0.0015599285,"threshold_uncertainty_score":0.06952816},"labels":[],"label_agreement":null},{"id":"W4365511073","doi":"10.1016/j.geotexmem.2023.03.007","title":"Long-term Performance of Conductive-backed multilayered HDPE Geomembranes","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Canadian Nuclear Laboratories; Canada Foundation for Innovation","keywords":"Geomembrane; Electrical conductor; Durability; Materials science; Composite material; Leachate; Degradation (telecommunications); Waste management; Electrical engineering","score_opus":0.01487211864711726,"score_gpt":0.23226223598350834,"score_spread":0.21739011733639108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365511073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99938333,0.0001427308,0.00019820745,0.000006707414,0.000007739262,0.0000025706834,0.00013063547,0.000010162577,0.000117908035],"genre_scores_gemma":[0.9989697,0.000117820804,0.00021374488,0.0000075603502,0.000002310965,0.0000039249785,0.0001415933,0.000002671523,0.0005408077],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997043,0.000024226963,0.00002549305,0.00006594596,0.00007963923,0.000100440484],"domain_scores_gemma":[0.9996387,0.00004552827,0.000075670774,0.000040331004,0.00015880898,0.00004088291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044088086,0.00029840306,0.00042316326,0.00027726436,0.00031312022,0.00048738928,0.00022862805,0.0005640897,0.00082866487],"category_scores_gemma":[0.00055763475,0.000098269986,0.0003705676,0.00033584284,0.00023553298,0.00071773864,0.00038294535,0.0003290134,0.00020252916],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008593173,0.00015687173,0.0028972202,0.000114497816,0.0000449493,0.00016505903,0.00011308943,0.004432903,0.98471826,0.00011098715,0.00016467806,0.006222266],"study_design_scores_gemma":[0.000013203551,0.0010881454,0.0087117655,0.000014896036,0.00005597551,0.00006098184,0.00019637647,0.005235867,0.9835625,0.000039209466,0.0010000307,0.000020985874],"about_ca_topic_score_codex":0.0020107909,"about_ca_topic_score_gemma":0.0018001444,"teacher_disagreement_score":0.0020107909,"about_ca_system_score_codex":0.00047691393,"about_ca_system_score_gemma":0.0001969387,"threshold_uncertainty_score":0.0039981008},"labels":[],"label_agreement":null},{"id":"W4367022737","doi":"10.2139/ssrn.4428930","title":"Impact of Temperature on the Performance of Compost-Based Landfill Biocovers","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Compost; Environmental science; Waste management; Chemistry; Engineering","score_opus":0.011159641209600077,"score_gpt":0.2475487966121547,"score_spread":0.23638915540255462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367022737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986356,0.00021011486,0.00013825188,0.000012863365,0.000010698656,0.000005128295,0.00020924082,0.000009461894,0.0007685851],"genre_scores_gemma":[0.99891007,0.00014247937,0.00007887617,0.0000063126963,0.0000040613722,0.00000311132,0.00014656108,0.0000113091555,0.00069720455],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928576,0.00010711142,0.00004772608,0.00010006473,0.00022239704,0.00023697804],"domain_scores_gemma":[0.9992355,0.00023720218,0.00012836333,0.000057235764,0.00028075848,0.000060891725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059847225,0.00043669788,0.0005664431,0.00034633928,0.0004463315,0.0009860848,0.00027651698,0.00048278345,0.004032009],"category_scores_gemma":[0.00096709834,0.00015229941,0.0005468055,0.00048724044,0.0003324778,0.0005932777,0.00039553616,0.0003866953,0.0008010322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.016059231,0.0007071458,0.02702328,0.00040874936,0.00015832578,0.00037792086,0.00024934593,0.018819116,0.9123947,0.00025945934,0.00050773344,0.023035081],"study_design_scores_gemma":[0.000023509208,0.0035907638,0.023857433,0.00001729062,0.00009155316,0.00006669908,0.00028462222,0.004223868,0.9670127,0.000080201185,0.00073186075,0.000019529038],"about_ca_topic_score_codex":0.002936878,"about_ca_topic_score_gemma":0.0029408084,"teacher_disagreement_score":0.004032009,"about_ca_system_score_codex":0.00061137526,"about_ca_system_score_gemma":0.00032788957,"threshold_uncertainty_score":0.013488412},"labels":[],"label_agreement":null},{"id":"W4368376399","doi":"10.54751/revistafoco.v16n5-003","title":"IMPERMEABILIZAÇÃO DE FUNDO DO ATERRO SANITÁRIO DE RIO GRANDE/RS: CONSIDERAÇÕES HISTÓRICAS, GEOLÓGICAS E GEOTÉCNICAS","year":2023,"lang":"pt","type":"article","venue":"Revista Foco","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Humanities; Physics; Geology; Geomorphology; Art","score_opus":0.02936927381901501,"score_gpt":0.29092368690917675,"score_spread":0.26155441309016175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4368376399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99503255,0.00035338342,0.00030930983,0.0000837053,0.000002383046,0.000012739899,0.00022190476,0.000019957872,0.003964077],"genre_scores_gemma":[0.9977431,0.00032709175,0.0005685404,0.000011069245,0.000002447611,0.000013957519,0.00015388224,0.000009092652,0.0011707247],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997671,0.000023930783,0.000011299057,0.00005847717,0.00010468778,0.000034475648],"domain_scores_gemma":[0.9997255,0.000041156556,0.00009582436,0.000028204571,0.00008694881,0.000022275892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029883755,0.00025612605,0.000184085,0.0007910399,0.00046866437,0.0008812635,0.00055845093,0.00032693162,0.0008299648],"category_scores_gemma":[0.0004919612,0.00018693703,0.00029130894,0.000920946,0.0006234412,0.00037600775,0.00040544913,0.00018971886,0.00015761786],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002578087,0.000076012635,0.70581484,0.0008782226,0.0002522339,0.0022082515,0.0058006104,0.008337225,0.19520797,0.001855145,0.00083900546,0.07847264],"study_design_scores_gemma":[0.000004526986,0.00011414729,0.9788588,0.000035375546,0.00004914515,0.000356172,0.0018915242,0.0014615633,0.006071858,0.00011999346,0.011017739,0.00001910737],"about_ca_topic_score_codex":0.10997701,"about_ca_topic_score_gemma":0.27577084,"teacher_disagreement_score":0.10997701,"about_ca_system_score_codex":0.0017252892,"about_ca_system_score_gemma":0.0011219073,"threshold_uncertainty_score":0.21867377},"labels":[],"label_agreement":null},{"id":"W4376107715","doi":"10.1016/j.geotexmem.2023.04.011","title":"Degradation of HDPE, LLDPE, and blended polyethylene geomembranes in extremely low and high pH mining solutions at 85 °C","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Canada Foundation for Innovation; Terrafix Geosynthetics","keywords":"Linear low-density polyethylene; High-density polyethylene; Crystallinity; Polyethylene; Geomembrane; Degradation (telecommunications); Materials science; Low-density polyethylene; Composite material; Polymer","score_opus":0.013766713550921131,"score_gpt":0.20899811922933384,"score_spread":0.1952314056784127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376107715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989889,0.00013775635,0.0002950557,0.000012361035,0.000005052593,0.000005033029,0.00019800926,0.000005953938,0.0003519245],"genre_scores_gemma":[0.99770784,0.00022778635,0.0004566704,0.000012571682,0.000002013709,0.000008791125,0.00024096025,0.0000036360839,0.0013396789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998258,0.000019224111,0.000017552797,0.000040084607,0.000043152606,0.000054335935],"domain_scores_gemma":[0.999881,0.000031583888,0.000028799643,0.000008722975,0.000037339236,0.000012504429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020044454,0.00032541476,0.00020538137,0.00013050808,0.00015174135,0.00021175186,0.00016116285,0.00038420854,0.001514596],"category_scores_gemma":[0.00034759674,0.000103331055,0.00020440982,0.00024016359,0.00012581362,0.00037000192,0.00014163186,0.00030247006,0.00023722825],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056191615,0.000058268797,0.0007841474,0.00008026222,0.0000136596755,0.000088979556,0.00008318243,0.00056726276,0.99507856,0.00005594909,0.000048774444,0.0025789996],"study_design_scores_gemma":[0.000008663769,0.00041604918,0.0029558756,0.0000091840575,0.000009544745,0.00004001886,0.000085366555,0.00089754595,0.9951415,0.000019325982,0.0004099362,0.0000070339756],"about_ca_topic_score_codex":0.001877352,"about_ca_topic_score_gemma":0.0019544938,"teacher_disagreement_score":0.001877352,"about_ca_system_score_codex":0.0001898526,"about_ca_system_score_gemma":0.0002034551,"threshold_uncertainty_score":0.005066812},"labels":[],"label_agreement":null},{"id":"W4376120041","doi":"10.1061/joeedu.eeeng-7244","title":"Performance of Biocover Materials in Mitigating Methane Emissions from Landfills under Different Loading Rates","year":2023,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Compost; Methane; Peat; Food waste; Landfill gas; Green waste; Environmental science; Environmental engineering; Anaerobic oxidation of methane; Waste management; Environmental chemistry; Chemistry; Engineering","score_opus":0.009471135139295558,"score_gpt":0.2157644213044314,"score_spread":0.20629328616513584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376120041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928856,0.000105244544,0.0003814658,0.000006720626,0.0000031905001,0.000005919162,0.000039238526,0.000013697948,0.00015576297],"genre_scores_gemma":[0.9981078,0.00024280362,0.0013121271,0.000009396435,0.0000018011397,0.000016917922,0.000074251264,0.0000065366817,0.0002283602],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979395,0.000034374305,0.000021569063,0.000032790213,0.000060486804,0.000056759323],"domain_scores_gemma":[0.9998221,0.00004526545,0.00004599617,0.000014838253,0.00005255673,0.00001929218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031097524,0.0005295562,0.00045158688,0.00033002245,0.00023574573,0.00042548182,0.00024304831,0.00034917553,0.0004096846],"category_scores_gemma":[0.00039370844,0.00020039295,0.0003871575,0.00037497128,0.00021361954,0.00035044778,0.00025797813,0.00022669336,0.00011740219],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006119452,0.00014810456,0.0030432823,0.00017861754,0.000023067318,0.00006280904,0.000028923627,0.0063186376,0.98394245,0.00005209417,0.00003449962,0.0055555957],"study_design_scores_gemma":[0.000013056282,0.0008527335,0.004642459,0.000008865067,0.000036891983,0.000025994577,0.000072680894,0.009233997,0.9847504,0.000019781122,0.00033198923,0.00001122651],"about_ca_topic_score_codex":0.0029998159,"about_ca_topic_score_gemma":0.0053651994,"teacher_disagreement_score":0.0029998159,"about_ca_system_score_codex":0.00047996631,"about_ca_system_score_gemma":0.00034744848,"threshold_uncertainty_score":0.0059646964},"labels":[],"label_agreement":null},{"id":"W4376273067","doi":"10.1016/j.wasman.2023.04.031","title":"Durability of two bituminous geomembranes (BGMs) with different thicknesses in MSW synthetic leachate","year":2023,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Leachate; Geomembrane; Degradation (telecommunications); Durability; Asphalt; Materials science; Waste management; Composite material; Environmental science; Geotechnical engineering; Environmental chemistry; Chemistry; Geology","score_opus":0.010573966398210765,"score_gpt":0.22044904445864802,"score_spread":0.20987507806043726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376273067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993857,0.00021526594,0.00017526418,0.000014001404,0.000008371511,0.0000016821397,0.00008457129,0.000005186719,0.00011000288],"genre_scores_gemma":[0.99907637,0.00013405783,0.00023852785,0.000011457103,0.0000017199663,0.0000031268075,0.00008262703,0.000002662011,0.00044948806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996748,0.0000509315,0.000044173525,0.000056329758,0.00009545168,0.00007834064],"domain_scores_gemma":[0.9996512,0.00006840916,0.00010040325,0.000026942884,0.00011394325,0.000039097722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040155835,0.00030676118,0.00019179068,0.0002440794,0.00021560358,0.00032504575,0.00020001193,0.0005156445,0.00085516006],"category_scores_gemma":[0.0006267067,0.00014555996,0.000285263,0.0002982091,0.00021999175,0.00044673507,0.00027453894,0.0003204904,0.00014784325],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005836139,0.000031077234,0.0015380775,0.00007778468,0.00001997653,0.00005640443,0.0000932563,0.000426888,0.9946832,0.00007374183,0.00004347135,0.0023725582],"study_design_scores_gemma":[0.000006639846,0.00041041154,0.0042274175,0.00001058449,0.00002844847,0.000045786895,0.00015803914,0.00084585615,0.99371296,0.000020699941,0.0005232228,0.00000992287],"about_ca_topic_score_codex":0.0014189673,"about_ca_topic_score_gemma":0.0014754323,"teacher_disagreement_score":0.0014189673,"about_ca_system_score_codex":0.00026929987,"about_ca_system_score_gemma":0.00022438001,"threshold_uncertainty_score":0.002860725},"labels":[],"label_agreement":null},{"id":"W4377093154","doi":"10.1016/j.wasman.2023.04.030","title":"Sustainable utilization of chemically depolymerized polyethylene terephthalate (PET) waste to enhance sand-bentonite clay liners","year":2023,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bentonite; Polyethylene terephthalate; Polymer; Curing (chemistry); Chemical engineering; Fourier transform infrared spectroscopy; Materials science; Polymer chemistry; Composite material; Chemistry","score_opus":0.010833181864831613,"score_gpt":0.262988884173567,"score_spread":0.25215570230873535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377093154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99766976,0.00024715433,0.0012313038,0.000020952215,0.0000074796963,0.000011990527,0.00005994195,0.00002134487,0.00072998164],"genre_scores_gemma":[0.99712175,0.000292489,0.0011990304,0.00001174601,0.0000018799407,0.000006791052,0.000065757915,0.0000075199346,0.001293085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998853,0.000015254564,0.000010227608,0.00001568641,0.000042836822,0.000030651725],"domain_scores_gemma":[0.99991465,0.000009336325,0.000027462871,0.000006074069,0.000022690958,0.000019827718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014421297,0.00033209223,0.00017684663,0.00023691723,0.00012494302,0.00045314492,0.00019419388,0.00027258022,0.00063041673],"category_scores_gemma":[0.00012224638,0.00012056707,0.00033670603,0.00023136611,0.00012196682,0.00037250912,0.0002407179,0.00033584188,0.00020451333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049715156,0.000051419254,0.00020342645,0.000059178397,0.0000064617784,0.00006757877,0.000014632393,0.00035972794,0.99720204,0.000056428104,0.000014520502,0.001914969],"study_design_scores_gemma":[0.0000037100972,0.00022910039,0.0011883072,0.0000043984273,0.000012033309,0.000040901174,0.000032834003,0.00070701906,0.9971405,0.000013450192,0.0006242141,0.0000035944],"about_ca_topic_score_codex":0.0006086642,"about_ca_topic_score_gemma":0.0022238195,"teacher_disagreement_score":0.00063041673,"about_ca_system_score_codex":0.00020383083,"about_ca_system_score_gemma":0.00024283685,"threshold_uncertainty_score":0.0021089315},"labels":[],"label_agreement":null},{"id":"W4378187155","doi":"10.18280/ria.370208","title":"Artificial Neural Network Models for Predicting California Bearing Ratio of Lateritic Soil Admixed with Reinforce and Rice Husk Ash","year":2023,"lang":"en","type":"article","venue":"Revue d intelligence artificielle","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Husk; Artificial neural network; Bearing (navigation); Environmental science; Engineering; Agricultural engineering; Geotechnical engineering; Pulp and paper industry; Machine learning; Artificial intelligence; Computer science; Botany; Biology","score_opus":0.03545340948596104,"score_gpt":0.24531832747651297,"score_spread":0.20986491799055193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378187155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8390218,0.0015990515,0.1529566,0.0002369714,0.0001343301,0.00010517217,0.00068825524,0.00049471576,0.0047630784],"genre_scores_gemma":[0.98297,0.00036558314,0.013878321,0.000019599882,0.000016236992,0.000091621114,0.00057270133,0.000012049864,0.0020737953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997757,0.00006633299,0.000022762317,0.00005315888,0.000053555785,0.000028541792],"domain_scores_gemma":[0.9992472,0.0005003908,0.00007769937,0.000021929514,0.00013566669,0.000017129225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008294288,0.00085056614,0.00047787072,0.00086628593,0.00022236082,0.00063266273,0.00054750644,0.0006915613,0.00082947814],"category_scores_gemma":[0.0019199902,0.00022593126,0.00049212767,0.00075457676,0.00016020052,0.0004906899,0.00030266074,0.00058254454,0.00022360904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009613177,0.0001331939,0.005172947,0.000048337537,0.00004654289,0.0000407673,0.000019294721,0.9677661,0.0010506382,0.0001749921,0.00029801158,0.025153106],"study_design_scores_gemma":[0.0000013970214,0.000021771653,0.00080141186,0.0000036341635,0.0000053025988,0.0000029735866,0.0000062047134,0.998735,0.00029271757,0.00007741479,0.000049743074,0.0000024381734],"about_ca_topic_score_codex":0.01338145,"about_ca_topic_score_gemma":0.009352771,"teacher_disagreement_score":0.01338145,"about_ca_system_score_codex":0.000628288,"about_ca_system_score_gemma":0.00046882476,"threshold_uncertainty_score":0.026607096},"labels":[],"label_agreement":null},{"id":"W4379531583","doi":"10.1061/jhtrbp.hzeng-1226","title":"A Field-Verified Model to Estimate Landfill Methane Flux Using Surface Methane Concentration Measurements under Calm Wind Conditions","year":2023,"lang":"en","type":"article","venue":"Journal of Hazardous Toxic and Radioactive Waste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Fugitive emissions; Greenhouse gas; Flux (metallurgy); Environmental science; Context (archaeology); Landfill gas; Environmental engineering; Soil science; Methane gas; Atmospheric sciences; Chemistry; Geology","score_opus":0.053796734403956624,"score_gpt":0.32682197749366865,"score_spread":0.27302524308971204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379531583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5822296,0.0003292781,0.40838224,0.00036219592,0.00008898045,0.0001887622,0.0008851605,0.0014791093,0.0060546966],"genre_scores_gemma":[0.9877722,0.000069093665,0.01035153,0.000022080989,0.00000781101,0.00014578486,0.00022058267,0.000016049666,0.0013948443],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997789,0.000039939827,0.000011326595,0.000104508064,0.000035523623,0.00002982783],"domain_scores_gemma":[0.99968696,0.00016298745,0.000048574653,0.000017351651,0.00007412326,0.000010026594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005650368,0.00080407935,0.0006044388,0.00033423843,0.00047131383,0.0006381132,0.0011278995,0.0011865715,0.0009732173],"category_scores_gemma":[0.00094548566,0.0003977887,0.0006880829,0.00031486095,0.0004910352,0.00063375,0.00038969188,0.0007713656,0.00022522107],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050285977,0.000047071248,0.0025456406,0.00004051365,0.000017552526,0.000043774628,0.000023602483,0.99003357,0.0031066183,0.00048376256,0.000119459095,0.003488091],"study_design_scores_gemma":[0.000007284695,0.000018541601,0.0005005067,0.0000014698146,0.000004022914,0.0000030766842,0.0000046146433,0.99876475,0.00052244775,0.00010292351,0.00006639629,0.000003949309],"about_ca_topic_score_codex":0.04242882,"about_ca_topic_score_gemma":0.022270273,"teacher_disagreement_score":0.04242882,"about_ca_system_score_codex":0.00079519366,"about_ca_system_score_gemma":0.0010801629,"threshold_uncertainty_score":0.0843637},"labels":[],"label_agreement":null},{"id":"W4379651274","doi":"10.1007/s40098-023-00743-2","title":"Impact of Heavy Metal and Carbonate on Geotechnical Properties of Sand-Bentonite Mixtures","year":2023,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Carbonate; Compressive strength; Bentonite; Compaction; Permeability (electromagnetism); Consolidation (business); Geotechnical engineering; Soil water; Mineralogy; Calcite; Geology; Materials science; Soil science; Chemistry; Composite material; Metallurgy","score_opus":0.018268506373933593,"score_gpt":0.2594525378853771,"score_spread":0.2411840315114435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379651274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913424,0.00010017578,0.000071513045,0.00000979603,0.0000043523587,0.000004832084,0.000067739675,0.0000043050704,0.0006030651],"genre_scores_gemma":[0.9988985,0.00008546515,0.00008174835,0.000009406723,0.0000016473462,0.0000020229302,0.000060878847,0.0000026974342,0.00085758884],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967,0.000042911946,0.000029176183,0.000047890728,0.00012940119,0.00008056247],"domain_scores_gemma":[0.99973017,0.00007675847,0.000043159056,0.000014548503,0.000088106215,0.000047350983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020537138,0.00027066414,0.00025370438,0.0003275837,0.00040642254,0.0005740528,0.00024147349,0.0003635608,0.0022876868],"category_scores_gemma":[0.00039354444,0.00019592245,0.00028755012,0.00027914945,0.00022510598,0.00025795007,0.00034916154,0.00028251688,0.00025537625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005081186,0.0002398911,0.027075173,0.00018246801,0.00012188794,0.00036482257,0.00013096523,0.0021288735,0.9579841,0.00010358572,0.00010399402,0.0064829583],"study_design_scores_gemma":[0.00003199812,0.002079518,0.053378277,0.000011427727,0.00012057793,0.00017071418,0.00036790958,0.0032408282,0.9390397,0.000050183367,0.0014875698,0.000021253656],"about_ca_topic_score_codex":0.010918372,"about_ca_topic_score_gemma":0.018978458,"teacher_disagreement_score":0.010918372,"about_ca_system_score_codex":0.00036655358,"about_ca_system_score_gemma":0.00043846376,"threshold_uncertainty_score":0.02170968},"labels":[],"label_agreement":null},{"id":"W4382680239","doi":"10.1680/jgein.23.00028","title":"Leakage through a circular geomembrane hole overlain and underlain by silty sand tailings","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Subgrade; Tailings; Geotechnical engineering; Hydraulic head; Leakage (economics); Geomembrane; Materials science; Geosynthetics; Geology; Metallurgy","score_opus":0.01160184546114647,"score_gpt":0.24069286550552166,"score_spread":0.22909102004437518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986368,0.000033321885,0.0011064853,0.0000056338145,0.0000023484697,0.0000059450203,0.00004050826,0.0000351759,0.00013370079],"genre_scores_gemma":[0.9990959,0.00003099331,0.00059171853,0.0000039371794,4.386956e-7,0.0000044945346,0.000023215043,0.000002556963,0.00024676454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998066,0.000017743654,0.000013314577,0.00004774039,0.00005360164,0.00006100147],"domain_scores_gemma":[0.99952316,0.00019082462,0.00012816247,0.00006105943,0.000063045074,0.000033678883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023593282,0.00029978406,0.0004426474,0.00022538281,0.0002649955,0.00030006285,0.00036482597,0.0005112567,0.0009384923],"category_scores_gemma":[0.00044295553,0.00017034163,0.00028180372,0.0002353305,0.0004751943,0.00046583716,0.0003622059,0.00017236239,0.00013587896],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013531517,0.00021678836,0.019664148,0.0002672102,0.000032988773,0.0008451736,0.00038569237,0.023802167,0.93773955,0.00031945866,0.00017321778,0.015200422],"study_design_scores_gemma":[0.000078929595,0.0048599048,0.049150858,0.000033925775,0.000089011875,0.0003652577,0.0006779178,0.054808974,0.88835675,0.00029942658,0.0012247383,0.00005425973],"about_ca_topic_score_codex":0.0013528463,"about_ca_topic_score_gemma":0.0018866586,"teacher_disagreement_score":0.0013528463,"about_ca_system_score_codex":0.00031048318,"about_ca_system_score_gemma":0.0002354508,"threshold_uncertainty_score":0.003139615},"labels":[],"label_agreement":null},{"id":"W4385175022","doi":"10.1016/j.geotexmem.2023.07.002","title":"Assessment of geomembrane strain from pond liner bubbles","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geotechnical engineering; Stiffness; Materials science; Strain (injury); Geology; Composite material","score_opus":0.008954282997050289,"score_gpt":0.245402236916611,"score_spread":0.23644795391956072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385175022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957883,0.000077879275,0.0016505347,0.000025684627,0.0000061128108,0.000027232132,0.00018020131,0.000018771068,0.0022253625],"genre_scores_gemma":[0.99850225,0.00006646714,0.00035399734,0.0000088355255,0.0000025156353,0.000013735748,0.00010947298,0.0000042896145,0.00093847926],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994937,0.00005663907,0.000018411984,0.00003778045,0.00033694357,0.000056464974],"domain_scores_gemma":[0.9994879,0.0001428337,0.0000803107,0.000039337858,0.00020940603,0.000040177358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006059296,0.00023601447,0.0002474359,0.00044767096,0.00030155358,0.00041326313,0.00032295735,0.0007007705,0.0022469214],"category_scores_gemma":[0.0011021218,0.00011311857,0.00020356746,0.0005086639,0.00034177676,0.0006440081,0.00057640544,0.00046427766,0.00023813563],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015277893,0.00019956777,0.027200237,0.00017210447,0.000023948645,0.00037549867,0.0003074643,0.007440307,0.9322653,0.0004954767,0.0002567501,0.029735664],"study_design_scores_gemma":[0.000054828997,0.0021775262,0.10291531,0.000017464241,0.000033694454,0.00013023186,0.00055953104,0.019538486,0.87262446,0.00023742068,0.0016858125,0.000025150808],"about_ca_topic_score_codex":0.0021822324,"about_ca_topic_score_gemma":0.0027073259,"teacher_disagreement_score":0.0022469214,"about_ca_system_score_codex":0.00046095843,"about_ca_system_score_gemma":0.0002545728,"threshold_uncertainty_score":0.007516682},"labels":[],"label_agreement":null},{"id":"W4385239677","doi":"10.1139/cgj-2023-0039","title":"Longevity of multilayered textured HDPE geomembranes in low-level waste applications","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Canada Foundation for Innovation","keywords":"Leachate; Geomembrane; Municipal solid waste; Environmental science; Waste management; Service life; Geotechnical engineering; Environmental engineering; Materials science; Geology; Engineering; Composite material","score_opus":0.01983297281963365,"score_gpt":0.2397439466494428,"score_spread":0.21991097382980915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385239677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99902344,0.00025070857,0.0005001809,0.000009718015,0.000004251264,0.00000328499,0.00008179296,0.000010346568,0.00011626321],"genre_scores_gemma":[0.99870706,0.00016653123,0.00063289143,0.0000073375,0.0000015745057,0.0000051185284,0.00008559452,0.0000029585233,0.00039099797],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99987125,0.000014863216,0.000012538914,0.000024998466,0.000043345375,0.000032956465],"domain_scores_gemma":[0.99983025,0.000022101734,0.000059047554,0.000015413569,0.000048842277,0.000024395218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024868446,0.00020919084,0.00018467166,0.00018405903,0.00016467118,0.00031498045,0.00013212259,0.00031723408,0.000462535],"category_scores_gemma":[0.0003714554,0.00008733011,0.00022558426,0.00017915963,0.000120845376,0.0003322734,0.00024232316,0.00017026206,0.000103386454],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015181814,0.000013320703,0.0021345345,0.000056515702,0.000010772137,0.000049391612,0.000037899055,0.00052556145,0.99404645,0.000024982062,0.00001737412,0.002931461],"study_design_scores_gemma":[0.0000037835568,0.00052785454,0.013751444,0.000010224805,0.000026560663,0.00012025262,0.00013423453,0.001037536,0.98336315,0.00002514706,0.000989886,0.000010003008],"about_ca_topic_score_codex":0.0010306264,"about_ca_topic_score_gemma":0.0013593012,"teacher_disagreement_score":0.0010306264,"about_ca_system_score_codex":0.00025267556,"about_ca_system_score_gemma":0.00013592716,"threshold_uncertainty_score":0.0020492673},"labels":[],"label_agreement":null},{"id":"W4385412287","doi":"10.1016/j.geotexmem.2023.07.003","title":"Diffusion of volatile organic compounds (VOCs) through elastomeric bituminous geomembranes (BGMs)","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; BTEX; Ethylbenzene; Volatile organic compound; Toluene; Diffusion; Environmental chemistry; Chemistry; Environmental engineering; Materials science; Environmental science; Composite material; Organic chemistry; Thermodynamics","score_opus":0.008378358713156554,"score_gpt":0.2120004176162881,"score_spread":0.20362205890313154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385412287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981493,0.0003912073,0.000741609,0.000041398867,0.000010552951,0.000007463221,0.00011437354,0.000010417012,0.00053363014],"genre_scores_gemma":[0.9971595,0.00048737644,0.0007617868,0.00001553233,0.0000031875425,0.000006656054,0.00010504395,0.000003921062,0.0014569695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998673,0.000021351387,0.0000071621666,0.00003425479,0.00003086504,0.000039091854],"domain_scores_gemma":[0.99989974,0.00004111402,0.000026325346,0.000006243558,0.000018902972,0.000007595297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018302021,0.00022294694,0.00016980551,0.00010861266,0.00020231472,0.00040033355,0.00016539173,0.00036567508,0.0009299989],"category_scores_gemma":[0.00025616342,0.00008119999,0.00018221,0.00013585875,0.00015108155,0.0006399592,0.0002354315,0.0003019313,0.0002105616],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020711034,0.000020838834,0.00055277214,0.00008177991,0.0000062025615,0.00004021593,0.000058916383,0.00053105055,0.99515283,0.00026740847,0.000055886074,0.0030250517],"study_design_scores_gemma":[0.000010089377,0.00031282898,0.0012449103,0.000007782619,0.0000072069706,0.000036915717,0.000096306976,0.0027637763,0.9944431,0.000054887303,0.0010157871,0.000006443532],"about_ca_topic_score_codex":0.002061973,"about_ca_topic_score_gemma":0.0013042693,"teacher_disagreement_score":0.002061973,"about_ca_system_score_codex":0.00027149115,"about_ca_system_score_gemma":0.00019683957,"threshold_uncertainty_score":0.0040999055},"labels":[],"label_agreement":null},{"id":"W4385917920","doi":"10.1139/cjce-2023-0064","title":"Combined settlement and clogging in drainage sand layer for suspended solids, colloids and inorganic salts","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Clogging; Leachate; Drainage; Colloid; Hydraulic conductivity; Sedimentation; Sulfate; Filtration (mathematics); Chloride; Suspended solids; Geology; Environmental engineering; Environmental science; Mineralogy; Geotechnical engineering; Chemistry; Materials science; Environmental chemistry; Soil science; Wastewater; Sediment; Metallurgy; Soil water","score_opus":0.00945039828611933,"score_gpt":0.20382427798812092,"score_spread":0.1943738797020016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385917920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970337,0.00042573232,0.0015301012,0.00003073334,0.000011485457,0.000021425067,0.000034382178,0.000027711661,0.0008846024],"genre_scores_gemma":[0.9971469,0.00016538642,0.0014488344,0.000025057687,0.0000035969124,0.00001309582,0.000050667957,0.0000060794555,0.0011404298],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99949956,0.000058378002,0.00003445137,0.0000652977,0.00027027098,0.000072128954],"domain_scores_gemma":[0.99961925,0.00007916843,0.000104313345,0.00002002268,0.00012938448,0.00004791132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033731296,0.00030772193,0.00027439476,0.00045360645,0.00040280132,0.00038941432,0.00013614314,0.0002513346,0.00067939144],"category_scores_gemma":[0.00044287555,0.00016203577,0.00041728994,0.00019827341,0.00037824592,0.00028492376,0.00040256506,0.000277007,0.00012736654],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000852101,0.000016747912,0.0056453478,0.000050868322,0.000007956483,0.00009616697,0.00006175487,0.00010475954,0.9911903,0.000029531968,0.000026435579,0.0026849357],"study_design_scores_gemma":[0.000008152694,0.00045349024,0.037265394,0.000008712017,0.000026896083,0.00020560958,0.00016569604,0.0010123291,0.95997816,0.000033903216,0.00083225244,0.000009390658],"about_ca_topic_score_codex":0.0055976226,"about_ca_topic_score_gemma":0.011577379,"teacher_disagreement_score":0.0055976226,"about_ca_system_score_codex":0.00036529198,"about_ca_system_score_gemma":0.0005397916,"threshold_uncertainty_score":0.0111300945},"labels":[],"label_agreement":null},{"id":"W4386031169","doi":"10.1680/jgein.23.00041","title":"Antioxidant-stabilizer depletion of 4 HDPE geomembranes with high HP-OIT in MSW leachate","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Leachate; Polyethylene; Stabilizer (aeronautics); Materials science; Antioxidant; Limiting; Composite material; Chemistry; Environmental chemistry; Organic chemistry","score_opus":0.008629953685602052,"score_gpt":0.22041189042918885,"score_spread":0.2117819367435868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386031169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917954,0.00015166661,0.00036049855,0.0000092809905,0.0000033020829,0.000005637521,0.000121655845,0.00001070138,0.00015765915],"genre_scores_gemma":[0.99722373,0.00019119239,0.0010566408,0.000014052024,0.0000024616238,0.000019033434,0.00021491911,0.00000900526,0.0012690311],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987173,0.000016501128,0.000014821396,0.0000339415,0.000034966823,0.000028138891],"domain_scores_gemma":[0.99987113,0.000017979432,0.000040707873,0.0000117169475,0.000039058094,0.000019248795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023012045,0.00028841884,0.00021305995,0.0002031994,0.00017973677,0.00026580392,0.00015255697,0.00029699306,0.0006012322],"category_scores_gemma":[0.00022805027,0.00011407962,0.000264415,0.00016761453,0.00016913106,0.00028794463,0.00021626282,0.0003066536,0.00014759014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009076058,0.000009123915,0.000307267,0.000019719708,0.0000050987946,0.000020037261,0.000023764558,0.00006315069,0.99884856,0.000009270194,0.0000062287377,0.0005970059],"study_design_scores_gemma":[0.0000022335255,0.0001889778,0.0030628615,0.0000024578785,0.000010357811,0.000022844551,0.00003407343,0.00016275703,0.9961473,0.0000070542715,0.0003561257,0.0000030626393],"about_ca_topic_score_codex":0.0010380682,"about_ca_topic_score_gemma":0.0017183118,"teacher_disagreement_score":0.0010380682,"about_ca_system_score_codex":0.00023093392,"about_ca_system_score_gemma":0.00014090445,"threshold_uncertainty_score":0.0020640492},"labels":[],"label_agreement":null},{"id":"W4386041471","doi":"10.1016/j.jenvman.2023.118780","title":"Impact of temperature on the performance of compost-based landfill biocovers","year":2023,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Compost; Methane; Anaerobic oxidation of methane; Landfill gas; Greenhouse gas; Chemistry; Saturation (graph theory); Environmental science; Residence time (fluid dynamics); Environmental chemistry; Green waste; Environmental engineering; Soil science; Waste management; Geology","score_opus":0.007792000826915646,"score_gpt":0.22228777561188331,"score_spread":0.21449577478496767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386041471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993344,0.000092213944,0.00006347533,0.0000070312176,0.000005813273,0.000004195201,0.00008827423,0.0000035676644,0.00040104854],"genre_scores_gemma":[0.9992754,0.00008307067,0.00007538394,0.0000059441827,0.000003240549,0.0000035284447,0.00008818673,0.0000051484185,0.00046020237],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993036,0.0001440507,0.0000649656,0.00007927668,0.00021408564,0.00019414372],"domain_scores_gemma":[0.99901605,0.0002869519,0.00019879515,0.00005886896,0.00036927845,0.000069994145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005994299,0.00036827,0.00044909725,0.00028545124,0.00043042042,0.00080927496,0.0002694681,0.000384093,0.0026267075],"category_scores_gemma":[0.0009543439,0.00014112215,0.00047381074,0.00039662432,0.0003040849,0.0005377544,0.00030744603,0.00032642583,0.0003937165],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.017003424,0.0010822872,0.036933925,0.00030770613,0.0001430939,0.00029402098,0.00026274606,0.008924643,0.9179574,0.00015176543,0.00029354187,0.0166454],"study_design_scores_gemma":[0.000033267715,0.0071737184,0.05407302,0.000019547273,0.00012258747,0.00008399913,0.00049085193,0.0037987854,0.93345964,0.00005427391,0.0006665744,0.000023653196],"about_ca_topic_score_codex":0.0037257597,"about_ca_topic_score_gemma":0.0055897,"teacher_disagreement_score":0.0037257597,"about_ca_system_score_codex":0.00063065503,"about_ca_system_score_gemma":0.00035868003,"threshold_uncertainty_score":0.008787215},"labels":[],"label_agreement":null},{"id":"W4386322784","doi":"10.1016/j.wasman.2023.08.029","title":"Assessment of landfill gas storage and application regarding energy management: A case study in the province of Quebec, Canada","year":2023,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Biothermica (Canada); Concordia University","funders":"","keywords":"Landfill gas; Dispose pattern; Waste management; Methane; Methane gas; Environmental science; Natural gas; Municipal solid waste; Energy recovery; Environmental engineering; Engineering; Energy (signal processing); Chemistry","score_opus":0.0071707523718218796,"score_gpt":0.227996782577962,"score_spread":0.2208260302061401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386322784","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866208,0.00035339282,0.00068970455,0.0004259054,0.0000069467724,0.00017826009,0.00095625274,0.000026143141,0.010742522],"genre_scores_gemma":[0.99184906,0.00028885857,0.0011309918,0.00006434946,0.0000016575829,0.000026955062,0.00029969585,0.000008613499,0.0063298997],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990922,0.00015299268,0.000025305248,0.00006407123,0.00037594512,0.0002894784],"domain_scores_gemma":[0.9987172,0.00023405912,0.00006724888,0.00003082175,0.00082610373,0.00012457381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009149968,0.000578399,0.00043329166,0.0012095551,0.003922248,0.002890172,0.0013122233,0.0009774598,0.0022436054],"category_scores_gemma":[0.0014654937,0.00029408245,0.00054304296,0.0028895137,0.0010746425,0.0005649186,0.00064921915,0.0005897881,0.00015078839],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015629005,0.0020619251,0.583275,0.0010509773,0.00072295044,0.012009202,0.01106993,0.1771703,0.021308785,0.010647531,0.015897583,0.16322282],"study_design_scores_gemma":[0.00021640501,0.00069288583,0.7325767,0.00031739933,0.00039001094,0.0007033027,0.06681798,0.15613991,0.008438928,0.0011503651,0.03235824,0.0001977885],"about_ca_topic_score_codex":0.9969126,"about_ca_topic_score_gemma":0.99872833,"teacher_disagreement_score":0.06373181,"about_ca_system_score_codex":0.06373181,"about_ca_system_score_gemma":0.046271104,"threshold_uncertainty_score":0.46240884},"labels":[],"label_agreement":null},{"id":"W4386468634","doi":"10.1139/cgj-2023-0180","title":"The long-term performance of a bituminous geomembrane (BGM) under single-sided exposure conditions","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science; Canada Foundation for Innovation","keywords":"Leachate; Asphalt; Durability; Geomembrane; Degradation (telecommunications); Arrhenius equation; Materials science; Rheology; Composite material; Geotechnical engineering; Chemistry; Activation energy; Environmental chemistry; Geology; Engineering","score_opus":0.01871888767515658,"score_gpt":0.22719442107398485,"score_spread":0.20847553339882827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386468634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978398,0.00028750952,0.0012542437,0.000019425474,0.000015944815,0.000016812404,0.00024611983,0.000040274786,0.00027989855],"genre_scores_gemma":[0.99586475,0.00032593406,0.0018658345,0.000024031826,0.000005604669,0.00003346383,0.00029926424,0.000018092058,0.0015629863],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997366,0.000019693432,0.000019021656,0.000072993294,0.000096449156,0.000055203105],"domain_scores_gemma":[0.9997247,0.000033099408,0.000070136106,0.00003747873,0.00009929668,0.000035259956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003832682,0.00045944605,0.00041430505,0.0002311033,0.00028419262,0.00027769344,0.00028431727,0.000569193,0.0011142318],"category_scores_gemma":[0.0004269093,0.00014257344,0.00032004248,0.00027351142,0.00022081236,0.00036493695,0.00048293488,0.00041930383,0.00039030644],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000064304615,0.000015375257,0.0004376926,0.000038289694,0.000005061154,0.000042674892,0.000041456067,0.00009916845,0.99748296,0.0000140472885,0.000023376017,0.0017356165],"study_design_scores_gemma":[0.000002857411,0.00046548457,0.0059622834,0.0000051942443,0.00001561203,0.000086183994,0.00006410969,0.00034088216,0.99219704,0.000012494948,0.0008389172,0.000009076243],"about_ca_topic_score_codex":0.0012905722,"about_ca_topic_score_gemma":0.0018366964,"teacher_disagreement_score":0.99870944,"about_ca_system_score_codex":0.00028986557,"about_ca_system_score_gemma":0.0002581053,"threshold_uncertainty_score":0.003727436},"labels":[],"label_agreement":null},{"id":"W4386531921","doi":"10.5194/amt-2023-124-rc1","title":"Comment on amt-2023-124","year":2023,"lang":"en","type":"peer-review","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada","funders":"Total; IFP Energies Nouvelles; Agence Nationale de la Recherche","keywords":"Environmental science; Greenhouse gas; Methane; Atmospheric dispersion modeling; Plume; Methane emissions; Atmospheric sciences; Inversion (geology); Meteorology; Air pollution; Geography; Geology; Chemistry","score_opus":0.0435702915050231,"score_gpt":0.3033596817235823,"score_spread":0.2597893902185592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386531921","genre_codex":"editorial","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00069920986,0.0014941706,0.0007152313,0.3918686,0.40683848,0.0004624105,0.009038411,0.0032355506,0.185648],"genre_scores_gemma":[0.005305158,0.0012358804,0.0006176115,0.46458483,0.08229758,0.00045903536,0.0030744246,0.0010182514,0.44140717],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982206,0.00017027133,0.00015551597,0.00019573398,0.00092598365,0.0003317367],"domain_scores_gemma":[0.9955348,0.0012611408,0.00026872207,0.00034414453,0.0019657153,0.0006254545],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0019440795,0.0007418186,0.0009225216,0.0012154719,0.00251257,0.004451453,0.002225476,0.019808274,0.26586285],"category_scores_gemma":[0.015779931,0.00039948375,0.0016163067,0.0012160271,0.0014778818,0.0024356653,0.0018948566,0.01071985,0.1946735],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028160255,0.000008745765,0.000054615495,0.000035978825,0.000001541492,0.000071206225,0.000011821977,0.000008570646,0.00006655227,0.0004962706,0.9964798,0.0027367282],"study_design_scores_gemma":[0.000015687143,0.000011060845,0.00036777917,0.000078274024,0.0000026095418,0.000027897671,0.000032400745,0.00003665765,0.00009724076,0.00039217508,0.99892944,0.0000089143705],"about_ca_topic_score_codex":0.016617736,"about_ca_topic_score_gemma":0.016709851,"teacher_disagreement_score":0.7341372,"about_ca_system_score_codex":0.0028717783,"about_ca_system_score_gemma":0.0027939542,"threshold_uncertainty_score":0.8893998},"labels":[],"label_agreement":null},{"id":"W4386533874","doi":"10.1139/cgj-2023-0048","title":"Centrifuge modeling of slope failure induced by elevated gas pressure in wet municipal solid waste landfill","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Key Research and Development Program of Zhejiang Province; National Natural Science Foundation of China","keywords":"Centrifuge; Geotechnical engineering; Pore water pressure; Wet gas; Landfill gas; Gas pressure; Environmental science; Materials science; Petroleum engineering; Geology; Mechanics; Waste management; Municipal solid waste; Engineering","score_opus":0.015794394620605164,"score_gpt":0.23345409613333307,"score_spread":0.2176597015127279,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386533874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9878176,0.000092760136,0.010152153,0.00004963004,0.0000101709375,0.000028040817,0.00012477562,0.00022914846,0.0014958183],"genre_scores_gemma":[0.9986947,0.000049573377,0.00065075443,0.000003534583,0.0000013162917,0.00001772764,0.000045950306,0.000008176296,0.0005281829],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990094,0.000015506766,0.0000064482233,0.00001692128,0.000027737524,0.00003243028],"domain_scores_gemma":[0.9998605,0.00004318552,0.000032148935,0.000012026613,0.000039450373,0.000012562083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018231689,0.00059078843,0.00046282524,0.0004914461,0.00029223444,0.00038467252,0.0006257673,0.0007615504,0.0013609177],"category_scores_gemma":[0.00030737917,0.00027773768,0.00076268334,0.00023416395,0.00035321392,0.00032669233,0.00027596,0.00030762338,0.00014276976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017514951,0.00007291166,0.007838863,0.0000597708,0.000020364945,0.0004935462,0.000060613816,0.9607349,0.027274491,0.00041982462,0.0001552849,0.002694167],"study_design_scores_gemma":[0.0000053902254,0.00006592347,0.0016821453,0.0000015788357,0.000006833165,0.000017488532,0.000016597585,0.99535596,0.0027293174,0.000059148726,0.00005443551,0.000005334769],"about_ca_topic_score_codex":0.017004117,"about_ca_topic_score_gemma":0.006116285,"teacher_disagreement_score":0.017004117,"about_ca_system_score_codex":0.0004652095,"about_ca_system_score_gemma":0.00051217194,"threshold_uncertainty_score":0.033810318},"labels":[],"label_agreement":null},{"id":"W4386605239","doi":"10.1201/9781003386889-192","title":"Review of methods for quantifying polymer loading of enhanced-bentonite geosynthetic clay liners","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Bentonite; Geosynthetic clay liner; Geotechnical engineering; Geology; Materials science; Soil science; Hydraulic conductivity","score_opus":0.08878420008374512,"score_gpt":0.3796585912934339,"score_spread":0.2908743912096888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605239","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019829047,0.97274923,0.020082219,0.00038020973,0.00048861303,0.00012868729,0.0005580642,0.00018839022,0.0034416819],"genre_scores_gemma":[0.0064801984,0.9678618,0.021098929,0.00038923742,0.0003225824,0.0002290025,0.0006875768,0.000067565175,0.0028631662],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9977616,0.00029082142,0.00023964126,0.0005646451,0.001063712,0.000079594756],"domain_scores_gemma":[0.9970509,0.0011329921,0.00046178137,0.00013502089,0.0011470694,0.000072214505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026521008,0.002176459,0.0020107613,0.0076844986,0.0005265119,0.0015447646,0.0021135793,0.0016233101,0.0023515609],"category_scores_gemma":[0.002769344,0.0015603275,0.0015346009,0.004480604,0.00082596875,0.0022907625,0.0009623097,0.0017428453,0.0023130972],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012957407,0.0002177038,0.0015159374,0.0663839,0.00037240877,0.00026982953,0.0002379891,0.002654116,0.071773335,0.005694969,0.017467842,0.8332824],"study_design_scores_gemma":[0.000018474988,0.0005282417,0.0056316718,0.007669079,0.00049162,0.0013797807,0.00021651846,0.0023390306,0.09013014,0.002524306,0.88883,0.00024114677],"about_ca_topic_score_codex":0.003371988,"about_ca_topic_score_gemma":0.003972308,"teacher_disagreement_score":0.0076844986,"about_ca_system_score_codex":0.0012297719,"about_ca_system_score_gemma":0.0017088109,"threshold_uncertainty_score":0.014025807},"labels":[],"label_agreement":null},{"id":"W4386605314","doi":"10.1201/9781003386889-216","title":"Effect of tailings fines content on leakage though circular geomembrane holes overlain by saturated tailings","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Tailings; Geomembrane; Geotechnical engineering; Leakage (economics); Geology; Environmental science; Mining engineering; Waste management; Materials science; Engineering; Metallurgy","score_opus":0.016397150505388296,"score_gpt":0.2211145044993347,"score_spread":0.20471735399394642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99233526,0.0007906132,0.0035569912,0.000027569607,0.000010879607,0.000013613744,0.00022229252,0.00013296815,0.0029097034],"genre_scores_gemma":[0.99431807,0.00052894186,0.0020193958,0.000035638997,0.0000021366843,0.000010733176,0.00013032372,0.000016820963,0.0029379243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998585,0.000020721072,0.0000091079855,0.000036176913,0.000053554042,0.00002200158],"domain_scores_gemma":[0.99975115,0.00012710922,0.000047637284,0.000023717015,0.000037137124,0.000013193962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020428473,0.00015781411,0.00018447913,0.00012749108,0.00013604607,0.00036460676,0.00028376808,0.00028924993,0.0012360681],"category_scores_gemma":[0.00026296265,0.00012623168,0.00019475278,0.00024050157,0.0003207169,0.0004533529,0.00022859036,0.00017015269,0.0002694355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041843165,0.00003574354,0.002669007,0.00019270474,0.000010373383,0.00016453762,0.00013132939,0.003045427,0.9754587,0.000259997,0.00023536512,0.017378528],"study_design_scores_gemma":[0.0000065080617,0.00043957584,0.007986509,0.000016342647,0.000018650346,0.00008129234,0.00013759808,0.003873225,0.9854093,0.00014222488,0.0018756047,0.000013176381],"about_ca_topic_score_codex":0.0006268848,"about_ca_topic_score_gemma":0.0018250368,"teacher_disagreement_score":0.0012360681,"about_ca_system_score_codex":0.00026663087,"about_ca_system_score_gemma":0.00013988368,"threshold_uncertainty_score":0.004135132},"labels":[],"label_agreement":null},{"id":"W4386605339","doi":"10.1201/9781003386889-88","title":"Effect of aged geomembrane extrusion welding on antioxidant depletion","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Extrusion; Welding; Antioxidant; Materials science; Metallurgy; Composite material; Chemistry; Biochemistry","score_opus":0.011882058518887312,"score_gpt":0.23027268517479357,"score_spread":0.21839062665590625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965616,0.0013165956,0.0006807135,0.000013728089,0.000012605714,0.0000071801223,0.00021025098,0.00004298622,0.0011543893],"genre_scores_gemma":[0.99309915,0.00083751266,0.0012312863,0.000019414925,0.0000030010792,0.000009225655,0.00027974174,0.000014790183,0.004506028],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993813,0.000006799694,0.0000053084905,0.000020092892,0.000019505143,0.000010023071],"domain_scores_gemma":[0.99993885,0.000014218629,0.000015407028,0.000007502086,0.000017677998,0.000006438157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009302956,0.00012508035,0.00015966022,0.00012234246,0.00011556936,0.00020592198,0.00021110717,0.00017651323,0.0011550313],"category_scores_gemma":[0.00009743125,0.00008202485,0.00018141809,0.00019374798,0.00008664114,0.00015515937,0.0000905039,0.00016479653,0.00022529795],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004182893,0.000053207597,0.0010493152,0.00014457203,0.000011473266,0.00009040599,0.00006823605,0.00073141797,0.9885262,0.000042496842,0.00007160166,0.008792741],"study_design_scores_gemma":[0.0000028978677,0.00043418698,0.004980633,0.000006820978,0.00001611694,0.000036264846,0.000035151606,0.0005877559,0.99263835,0.000015071243,0.0012420746,0.0000047142844],"about_ca_topic_score_codex":0.0010540215,"about_ca_topic_score_gemma":0.0022899432,"teacher_disagreement_score":0.0011550313,"about_ca_system_score_codex":0.00016381047,"about_ca_system_score_gemma":0.0000990025,"threshold_uncertainty_score":0.0038639307},"labels":[],"label_agreement":null},{"id":"W4386605376","doi":"10.1201/9781003386889-10","title":"In search of an alternative surfactant for stress cracking tests for HDPE geomembranes","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; High-density polyethylene; Cracking; Materials science; Pulmonary surfactant; Environmental stress cracking; Composite material; Stress corrosion cracking; Polyethylene; Engineering; Chemical engineering","score_opus":0.05744666912375034,"score_gpt":0.3133304529426327,"score_spread":0.2558837838188823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605376","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.085741326,0.16547778,0.119580634,0.0044421777,0.0026012368,0.0006208546,0.0011102658,0.0010638607,0.6193618],"genre_scores_gemma":[0.04843924,0.045734655,0.076011784,0.0014429871,0.0002345909,0.00016369949,0.00086210266,0.00020379064,0.8269071],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978215,0.00002253298,0.000009979772,0.000038593946,0.0001378443,0.000008843831],"domain_scores_gemma":[0.9998921,0.000046221106,0.000009630473,0.000006079959,0.000040155563,0.000005782183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030286628,0.00041376098,0.00027415602,0.00086809014,0.0002876672,0.0010374112,0.0005855818,0.0010496561,0.009691867],"category_scores_gemma":[0.00021666549,0.00020319765,0.0002732341,0.000777353,0.00029715704,0.001302083,0.0003506702,0.0007532125,0.0056310096],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008528772,0.00026145673,0.00066622515,0.0021282225,0.000014534581,0.0007713386,0.00056141074,0.0015857752,0.36444277,0.067790136,0.032979056,0.5287138],"study_design_scores_gemma":[0.000008291783,0.00031809488,0.0010433466,0.00031475033,0.000020600757,0.0010763715,0.00027348966,0.0019675086,0.2101878,0.008100249,0.7766613,0.000028188473],"about_ca_topic_score_codex":0.00068093516,"about_ca_topic_score_gemma":0.0031445485,"teacher_disagreement_score":0.009691867,"about_ca_system_score_codex":0.00058035745,"about_ca_system_score_gemma":0.00044071948,"threshold_uncertainty_score":0.032422543},"labels":[],"label_agreement":null},{"id":"W4386605444","doi":"10.1201/9781003386889-86","title":"Comparison between the environmental stress-crack resistance of unaged and aged HDPE and LLDPE geomembranes","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Geomembrane; Linear low-density polyethylene; High-density polyethylene; Materials science; Resistance (ecology); Stress (linguistics); Geotechnical engineering; Composite material; Polyethylene; Engineering","score_opus":0.02420700394711472,"score_gpt":0.24140836315293665,"score_spread":0.21720135920582193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605444","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97981125,0.006053546,0.0032257247,0.000034602464,0.000024791796,0.000016330665,0.0006894147,0.00009707195,0.010047373],"genre_scores_gemma":[0.95979595,0.0036012086,0.0042991154,0.000035978544,0.000011727627,0.000020349971,0.0012373802,0.000051269522,0.030947004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991405,0.0000067312817,0.0000049500195,0.000014600707,0.00005162187,0.000007944439],"domain_scores_gemma":[0.99988735,0.000034279525,0.000020557198,0.000011265091,0.000039103077,0.000007543805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013950205,0.00009815256,0.00010469841,0.00044151166,0.00009121045,0.00019720042,0.0002692737,0.0002311011,0.0020531407],"category_scores_gemma":[0.00015575229,0.00007136523,0.00012538988,0.0003642753,0.000097505224,0.00027045468,0.00008170307,0.00012641838,0.00050962553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016138676,0.000035233083,0.004303405,0.00024785046,0.000013409956,0.00031106244,0.00018457454,0.0024467737,0.9335133,0.00032487971,0.0004553506,0.058002796],"study_design_scores_gemma":[0.000004765637,0.0006815103,0.09066633,0.000057308007,0.000040584713,0.00086374907,0.00031319069,0.003658331,0.8831845,0.00029573956,0.020210272,0.000023799936],"about_ca_topic_score_codex":0.00048591648,"about_ca_topic_score_gemma":0.0013418966,"teacher_disagreement_score":0.0020531407,"about_ca_system_score_codex":0.00013453375,"about_ca_system_score_gemma":0.000071088376,"threshold_uncertainty_score":0.006868422},"labels":[],"label_agreement":null},{"id":"W4386606750","doi":"10.1201/9781003386889-84","title":"White polyethylene geomembrane: Forensic and laboratory evidence for superior durability","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Geomembrane; Durability; White (mutation); Forensic engineering; Polyethylene; Materials science; Composite material; Engineering; Chemistry","score_opus":0.04103110910038894,"score_gpt":0.26031636255436064,"score_spread":0.2192852534539717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386606750","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3472475,0.052303653,0.03151815,0.0043111574,0.0010827385,0.00014906656,0.0011107492,0.00071353384,0.56156343],"genre_scores_gemma":[0.6358186,0.021515746,0.025953567,0.0013153054,0.00022104957,0.00006582783,0.0011954386,0.0002037246,0.31371075],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950755,0.00007291834,0.000021485888,0.000063389365,0.00031076817,0.000023909699],"domain_scores_gemma":[0.9993455,0.00028272893,0.00008111822,0.00006643502,0.00019220402,0.000032041553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082525954,0.00027478955,0.0002060687,0.0009808966,0.00037834453,0.0014880961,0.00058372115,0.0010037252,0.008392016],"category_scores_gemma":[0.0008681778,0.00011537612,0.00014709686,0.0008717627,0.0007835537,0.0013414187,0.0005370186,0.0004986973,0.0030857818],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043952424,0.00024098186,0.005511547,0.0011003065,0.000018717736,0.00417003,0.0019283523,0.0010061683,0.37828833,0.052202176,0.028942473,0.52615136],"study_design_scores_gemma":[0.000015358051,0.00097034726,0.012775716,0.0005236893,0.000034633413,0.011968651,0.0017690585,0.0014324988,0.4583256,0.015520454,0.49656895,0.000095028714],"about_ca_topic_score_codex":0.0003405725,"about_ca_topic_score_gemma":0.0010777419,"teacher_disagreement_score":0.008392016,"about_ca_system_score_codex":0.00042593715,"about_ca_system_score_gemma":0.0003086054,"threshold_uncertainty_score":0.028074086},"labels":[],"label_agreement":null},{"id":"W4386740204","doi":"10.1080/17486025.2023.2257630","title":"Roles of ageing on the physical, chemical and mechanical parameters of a prototype municipal solid waste","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Municipal solid waste; Leachate; Shear (geology); Geotechnical engineering; Direct shear test; Environmental science; Materials science; Waste management; Structural engineering; Engineering; Composite material","score_opus":0.012288253822109163,"score_gpt":0.21929029377289505,"score_spread":0.2070020399507859,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386740204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992506,0.000074466334,0.0004817919,0.0000049505907,0.0000032752628,0.0000047020653,0.00004871802,0.000011766296,0.00011973818],"genre_scores_gemma":[0.9990687,0.000055660494,0.00050070777,0.000006031512,0.00000144328,0.00000522318,0.000067488916,0.000004023824,0.00029071126],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998462,0.000015626252,0.000014870145,0.000029139886,0.00006978087,0.00002432155],"domain_scores_gemma":[0.999803,0.000028098397,0.000049191724,0.00002601784,0.000075872325,0.000017742474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022708211,0.00030773485,0.00025302026,0.00021411812,0.00019993549,0.00022783161,0.0001991818,0.00028061226,0.0006707416],"category_scores_gemma":[0.00035148533,0.00010801536,0.00022282901,0.00024170245,0.00020796398,0.00024662993,0.00018739728,0.00016801328,0.00012599862],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024373354,0.000044070825,0.008954677,0.00005722661,0.000008120237,0.00009988601,0.000114023154,0.00068770966,0.98357326,0.000026973066,0.000023220438,0.0061671175],"study_design_scores_gemma":[0.0000055698542,0.0011925165,0.051326264,0.000005181006,0.000029345936,0.00016819705,0.00025645568,0.0020011943,0.9441554,0.000044066153,0.0008019543,0.000013919796],"about_ca_topic_score_codex":0.00062635326,"about_ca_topic_score_gemma":0.0014451556,"teacher_disagreement_score":0.0006707416,"about_ca_system_score_codex":0.00015916304,"about_ca_system_score_gemma":0.00012258794,"threshold_uncertainty_score":0.0022438169},"labels":[],"label_agreement":null},{"id":"W4387019762","doi":"10.1680/jgein.23.00096","title":"Assessment of the stress crack resistance of multilayered textured HDPE geomembranes","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Materials science; Enhanced Data Rates for GSM Evolution; Geosynthetics; Composite material; Stress (linguistics); Leachate; Geotechnical engineering; Waste management; Geology","score_opus":0.010496401380919618,"score_gpt":0.26726481988993034,"score_spread":0.2567684185090107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387019762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987079,0.00015282769,0.0008045494,0.000005605537,0.0000044338963,0.000010048387,0.0001333512,0.000011524049,0.00016978613],"genre_scores_gemma":[0.99678767,0.00019752039,0.0020732887,0.0000114663735,0.0000026808004,0.000019203388,0.00014792013,0.0000068672025,0.000753417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998419,0.00001603784,0.000016333317,0.00003434296,0.00006206725,0.000029282617],"domain_scores_gemma":[0.99973816,0.000046052613,0.00008293503,0.000021432514,0.000085384905,0.000026040554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025608038,0.00029704967,0.00021061339,0.00027271747,0.00013513379,0.00021489961,0.000114462746,0.00029760526,0.00073511136],"category_scores_gemma":[0.00039486724,0.00014033445,0.0002552056,0.0001700249,0.00015368662,0.00025526356,0.00020415233,0.00029176922,0.000112491354],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007063483,0.000008260501,0.00075748534,0.000030403688,0.0000057792295,0.000020462025,0.000026243282,0.00015516214,0.9979984,0.00000781715,0.000005205403,0.0009140107],"study_design_scores_gemma":[0.0000042988218,0.0004460331,0.019974543,0.000007552212,0.000018725625,0.00006536989,0.00010272001,0.0008141526,0.9780456,0.00001355548,0.00049825135,0.000009138221],"about_ca_topic_score_codex":0.0014362903,"about_ca_topic_score_gemma":0.0024298967,"teacher_disagreement_score":0.0014362903,"about_ca_system_score_codex":0.00020614201,"about_ca_system_score_gemma":0.00010325109,"threshold_uncertainty_score":0.0028558373},"labels":[],"label_agreement":null},{"id":"W4387113825","doi":"10.1201/9781003386889-60","title":"Effect of welding quality from dual track wedge welding on post-weld geomembrane oxidative induction time","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University","keywords":"Welding; Wedge (geometry); Geomembrane; Track (disk drive); Dual (grammatical number); Metallurgy; Materials science; Mechanical engineering; Engineering; Composite material; Mathematics; Geometry; Art","score_opus":0.021761365790056435,"score_gpt":0.2646391014416165,"score_spread":0.24287773565156007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387113825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99366415,0.00127221,0.00097174745,0.000030003432,0.00001234167,0.000017522525,0.00025980634,0.00008602102,0.0036861522],"genre_scores_gemma":[0.98537606,0.0012434924,0.0016895384,0.000036747384,0.000005315321,0.000011241069,0.0005370643,0.00006651547,0.011034083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999853,0.000017207807,0.000009331209,0.00002436176,0.00007898542,0.000017118358],"domain_scores_gemma":[0.9995863,0.00017471988,0.000072417824,0.000035921217,0.00010364573,0.000026904367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025442356,0.00013483093,0.00015854291,0.0001791463,0.00009416466,0.0005309542,0.0003576403,0.0002509869,0.0025585166],"category_scores_gemma":[0.00047429992,0.000111525194,0.00016737705,0.0004262148,0.00012011837,0.00028287884,0.00015944648,0.00026246294,0.0005081892],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010179527,0.00014117401,0.003073869,0.00023110458,0.000023901424,0.00014799807,0.0001883395,0.0012148533,0.963983,0.00011088118,0.0002382129,0.029628763],"study_design_scores_gemma":[0.000009744126,0.0016619987,0.02835041,0.000017571607,0.00006859175,0.00017018054,0.00012713895,0.0007019131,0.9660203,0.000048202277,0.0028104975,0.000013398507],"about_ca_topic_score_codex":0.0011944688,"about_ca_topic_score_gemma":0.0022454958,"teacher_disagreement_score":0.0025585166,"about_ca_system_score_codex":0.00020031138,"about_ca_system_score_gemma":0.00012231995,"threshold_uncertainty_score":0.008559108},"labels":[],"label_agreement":null},{"id":"W4387261149","doi":"10.36487/acg_repo/2315_031","title":"Conversion of an evapotranspiration soil cover to a geosynthetic cover for a waste rock facility closure","year":2023,"lang":"en","type":"article","venue":"Mine closure","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Barrick Gold Corporation","keywords":"Cover (algebra); Evapotranspiration; Closure (psychology); Environmental science; Soil cover; Geotechnical engineering; Geology; Hydrology (agriculture); Soil water; Soil science; Engineering","score_opus":0.01652541772460172,"score_gpt":0.24445788993703405,"score_spread":0.22793247221243232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387261149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8480701,0.00017859238,0.04899835,0.00021164367,0.00012965086,0.0008093911,0.002643595,0.0015334047,0.097425275],"genre_scores_gemma":[0.95624274,0.00010868807,0.026495388,0.000035184505,0.00002016103,0.00025131676,0.0014211129,0.00018492626,0.015240393],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996536,0.000035847937,0.000021125546,0.000049552214,0.00013525889,0.000104624596],"domain_scores_gemma":[0.99967074,0.000042309985,0.000072689305,0.00006658847,0.000076220684,0.00007146245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002675958,0.00041605043,0.00014650963,0.0010169046,0.00043341907,0.0006778826,0.00061088195,0.00029430544,0.013661885],"category_scores_gemma":[0.0006746372,0.00016631006,0.00042626273,0.0007508364,0.0002328162,0.0005814745,0.0007363808,0.00031052818,0.0019944706],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009801142,0.0012069404,0.07502917,0.0007677277,0.00009674211,0.0034040154,0.0013484865,0.06146014,0.19742039,0.017343773,0.01868156,0.62226087],"study_design_scores_gemma":[0.00018918957,0.0026906626,0.3314596,0.0004187718,0.00015355325,0.0033327641,0.004007866,0.08518656,0.10909501,0.0050271624,0.45827308,0.000165716],"about_ca_topic_score_codex":0.0036952398,"about_ca_topic_score_gemma":0.011715282,"teacher_disagreement_score":0.013661885,"about_ca_system_score_codex":0.0006211779,"about_ca_system_score_gemma":0.00084819074,"threshold_uncertainty_score":0.04570359},"labels":[],"label_agreement":null},{"id":"W4388037269","doi":"10.1016/j.geotexmem.2023.09.009","title":"Test method and strain calculation effects on geomembrane strain from gravel indentations","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geotextile; Geotechnical engineering; Strain (injury); Materials science; Subgrade; Bending; Geosynthetics; Composite material; Structural engineering; Geology; Engineering","score_opus":0.009784798883406219,"score_gpt":0.2553800557278213,"score_spread":0.24559525684441508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388037269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86491746,0.00041758787,0.12539703,0.00017116856,0.000172331,0.00012586369,0.0005877109,0.001105541,0.0071053193],"genre_scores_gemma":[0.97696567,0.00011482345,0.019548062,0.00003623273,0.000012228915,0.000075760174,0.00025858174,0.00030648423,0.0026821343],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99845743,0.00023348088,0.0001628859,0.00016633028,0.0008799015,0.00010001298],"domain_scores_gemma":[0.99432397,0.0028996472,0.00035064176,0.00075019716,0.001582153,0.000093381524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001497195,0.0007405935,0.00036384788,0.00095405744,0.0006629548,0.0008219829,0.0011554539,0.00071526517,0.0062078782],"category_scores_gemma":[0.008459967,0.0003721785,0.0003928493,0.0012524388,0.0005265559,0.0010643653,0.0006873849,0.0004922905,0.0005442078],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002934813,0.00030010822,0.012349981,0.0007097789,0.000052514522,0.0005768569,0.0007131823,0.03571553,0.7866303,0.002778123,0.00092360284,0.15631515],"study_design_scores_gemma":[0.00003669984,0.0008121838,0.019619277,0.000037314196,0.00007289529,0.00026197557,0.00020860495,0.08877283,0.8870228,0.00041731913,0.0026587746,0.00007947209],"about_ca_topic_score_codex":0.0012013271,"about_ca_topic_score_gemma":0.0018912122,"teacher_disagreement_score":0.0062078782,"about_ca_system_score_codex":0.00035258834,"about_ca_system_score_gemma":0.00034285567,"threshold_uncertainty_score":0.02076745},"labels":[],"label_agreement":null},{"id":"W4388732856","doi":"10.1038/s41467-023-43129-x","title":"Microbial methane cycling in a landfill on a decadal time scale","year":2023,"lang":"en","type":"article","venue":"Nature Communications","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Methane; Environmental science; Biogeochemical cycle; Anaerobic oxidation of methane; Municipal solid waste; Greenhouse gas; Cycling; Biogas; Methanogenesis; Metagenomics; Landfill gas; Biodegradable waste; Environmental chemistry; Waste management; Ecology; Chemistry; Biology; Engineering","score_opus":0.015396501623424206,"score_gpt":0.29203583332851096,"score_spread":0.27663933170508676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388732856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984742,0.00012748395,0.00068147376,0.000040706665,0.0000040703776,0.000001711709,0.00041340097,0.000019133384,0.00023784682],"genre_scores_gemma":[0.9987344,0.00011211265,0.00055908976,0.000014131574,0.0000033362776,0.000004004343,0.00049358536,0.000005152044,0.00007418183],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999094,0.000014134552,0.0000046510004,0.000035193494,0.00001861112,0.00001805249],"domain_scores_gemma":[0.99988306,0.0000242058,0.00003820507,0.000014531147,0.000022491133,0.000017360815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042004834,0.00021032101,0.00024117324,0.000522751,0.00032056283,0.00043339678,0.00016339068,0.0003036521,0.00045157268],"category_scores_gemma":[0.00034827372,0.000102567195,0.00035965434,0.0007869682,0.00020794773,0.0005927617,0.00037572306,0.0003276705,0.000111429734],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083961093,0.0001586934,0.7042395,0.0001416778,0.00038574528,0.00037678124,0.00048403992,0.021461176,0.24774054,0.0013680148,0.00042431633,0.022379903],"study_design_scores_gemma":[0.000012721542,0.00030806207,0.907808,0.000020895375,0.00016821263,0.00025959557,0.0010982208,0.049873684,0.033867124,0.0023161236,0.004229492,0.00003785172],"about_ca_topic_score_codex":0.0023355682,"about_ca_topic_score_gemma":0.0027550757,"teacher_disagreement_score":0.0023355682,"about_ca_system_score_codex":0.00036910814,"about_ca_system_score_gemma":0.00020028636,"threshold_uncertainty_score":0.004643917},"labels":[],"label_agreement":null},{"id":"W4389166905","doi":"10.22215/etd/2023-15845","title":"Performance of Different Biocover Materials in Mitigating Methane Emissions from Landfills in Cold Climate","year":2023,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Methane; Compost; Environmental science; Green waste; Waste management; Food waste; Peat; Landfill gas; Yard; Environmental engineering; Methane gas; Municipal solid waste; Engineering; Chemistry","score_opus":0.011456133444899458,"score_gpt":0.2537697060174027,"score_spread":0.24231357257250322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389166905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988562,0.00027755,0.00047726883,0.000012251557,0.000004833771,0.000013155363,0.000047306607,0.000016562464,0.00029489445],"genre_scores_gemma":[0.99667597,0.0005295317,0.0022742169,0.000015067198,0.0000030703725,0.000017220018,0.000102803904,0.000008159909,0.0003739925],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997186,0.000045601482,0.000029503382,0.00003863318,0.00010582973,0.00006178094],"domain_scores_gemma":[0.999816,0.000028346461,0.000052003194,0.000015021892,0.00006512432,0.000023626986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037823603,0.00045198912,0.00046170774,0.00048418794,0.00041264982,0.00049628445,0.0003393503,0.0003786155,0.00044298888],"category_scores_gemma":[0.00031000996,0.0001571423,0.00048672283,0.00050000165,0.0002447167,0.00040031713,0.00026585461,0.00022559223,0.00014101077],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005111535,0.00016928776,0.006023472,0.00031847364,0.00003494733,0.00009668639,0.000040771312,0.0036657073,0.9791861,0.000062560706,0.000041730214,0.009849233],"study_design_scores_gemma":[0.000015565223,0.0015315046,0.014908089,0.000019679868,0.00007165262,0.00007545519,0.00015489722,0.004393935,0.9779222,0.000025458683,0.00086331525,0.000018034549],"about_ca_topic_score_codex":0.004486135,"about_ca_topic_score_gemma":0.014892352,"teacher_disagreement_score":0.004486135,"about_ca_system_score_codex":0.000643936,"about_ca_system_score_gemma":0.00044559882,"threshold_uncertainty_score":0.0089200735},"labels":[],"label_agreement":null},{"id":"W4389512140","doi":"10.1016/j.conbuildmat.2023.134443","title":"Shear modulus prediction of landfill components using novel machine learners hybridized with forensic-based investigation optimization","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Shear modulus; Mean squared error; Shear (geology); Environmental science; Geotechnical engineering; Materials science; Composite material; Mathematics; Engineering; Statistics","score_opus":0.027547388991682666,"score_gpt":0.2223045180654387,"score_spread":0.19475712907375603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389512140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40257603,0.0004952129,0.5922033,0.00023112554,0.00008228233,0.000055721543,0.00020324328,0.0015050084,0.0026480395],"genre_scores_gemma":[0.91579187,0.00012736487,0.081511125,0.00005913094,0.000030722844,0.00005324625,0.00031866552,0.000060549417,0.0020472512],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997979,0.000034796853,0.000011558365,0.00007191658,0.00005544508,0.00002841933],"domain_scores_gemma":[0.99952734,0.00017864574,0.00006175881,0.000035997495,0.00017267464,0.000023654518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005702842,0.00079367164,0.00070529163,0.0008508887,0.00027001408,0.0005475714,0.00063717575,0.00073522626,0.0013332099],"category_scores_gemma":[0.0010594932,0.00023686481,0.00065889896,0.00047900673,0.00024774895,0.00079757726,0.00054319465,0.0005212195,0.0004921446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050020736,0.0005194978,0.0137611255,0.000120607576,0.00012365873,0.00015029451,0.00012375062,0.3860478,0.06943498,0.0012161607,0.0018745793,0.52612734],"study_design_scores_gemma":[0.0000030261729,0.000041803243,0.0011722305,0.0000030139468,0.000009944824,0.000018312241,0.000015915446,0.991105,0.0071954527,0.00024696358,0.00018233972,0.000005946396],"about_ca_topic_score_codex":0.0013541753,"about_ca_topic_score_gemma":0.0019556698,"teacher_disagreement_score":0.0013541753,"about_ca_system_score_codex":0.0002290889,"about_ca_system_score_gemma":0.00047239065,"threshold_uncertainty_score":0.0044600368},"labels":[],"label_agreement":null},{"id":"W4389886230","doi":"10.1016/j.geotexmem.2023.11.003","title":"Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Leachate; Materials science; Polyethylene; High-density polyethylene; Durability; Composite material; Arrhenius equation; Geotechnical engineering; Environmental science; Waste management; Chemistry; Activation energy; Geology; Organic chemistry; Engineering","score_opus":0.006737414258106674,"score_gpt":0.22490084283745732,"score_spread":0.21816342857935064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389886230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994324,0.00020331329,0.00015163179,0.000005597467,0.0000064642722,0.0000027447882,0.00008096427,0.0000040321465,0.00011290595],"genre_scores_gemma":[0.99894136,0.000122022095,0.00019863815,0.000007891141,0.0000018340829,0.0000035105734,0.000115170464,0.0000025152613,0.00060708314],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99981314,0.00002008511,0.000019758338,0.000047205893,0.000047706206,0.000052104813],"domain_scores_gemma":[0.99972934,0.000046473277,0.00008941759,0.000024746023,0.00007152289,0.000038499125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035572608,0.00024713343,0.00023518223,0.00019226086,0.00016440243,0.00028317838,0.00019478676,0.00048531863,0.000940131],"category_scores_gemma":[0.00046350955,0.00011803777,0.00030023511,0.00023856651,0.00016269203,0.00053272716,0.00019823202,0.00041667794,0.00018058417],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001058066,0.000121373036,0.0015379612,0.00010931863,0.000033725646,0.00013653573,0.000094452414,0.00067002635,0.99272317,0.000079417005,0.000049307284,0.0033865913],"study_design_scores_gemma":[0.000015115174,0.0011418583,0.008420749,0.000010862958,0.000050975534,0.000060907176,0.00009150909,0.0010074803,0.9885704,0.0000158828,0.0006008045,0.000013451626],"about_ca_topic_score_codex":0.00082981295,"about_ca_topic_score_gemma":0.0010012515,"teacher_disagreement_score":0.000940131,"about_ca_system_score_codex":0.00025720132,"about_ca_system_score_gemma":0.00015570002,"threshold_uncertainty_score":0.0031450987},"labels":[],"label_agreement":null},{"id":"W4389960485","doi":"10.2139/ssrn.4669334","title":"Optimizing Aerobic Granular Sludge Process Performance: Unveiling the Power of Coupling Experimental Factorial Design Methodology with Artificial Intelligence Modeling","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Ottawa","funders":"","keywords":"Factorial experiment; Coupling (piping); Process (computing); Factorial; Design of experiments; Power (physics); Fractional factorial design; Process engineering; Computer science; Engineering; Reliability engineering; Mathematics; Mechanical engineering; Machine learning; Statistics; Thermodynamics; Physics","score_opus":0.09699817647975548,"score_gpt":0.31725362959557735,"score_spread":0.22025545311582187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389960485","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19255522,0.0002450474,0.80464405,0.0001539625,0.000030373127,0.000178115,0.00004638288,0.00026017608,0.0018866388],"genre_scores_gemma":[0.89733154,0.000101526704,0.10216433,0.000025627116,0.000007737335,0.0001213617,0.000023037554,0.000021762024,0.00020305312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876946,0.00073682953,0.00008966701,0.00013184219,0.00022025849,0.000051937568],"domain_scores_gemma":[0.9975338,0.0019156252,0.00025578318,0.00013530496,0.00013070108,0.000028774948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025823284,0.0008504664,0.0007769572,0.00035390304,0.0003341492,0.0012528409,0.0006054104,0.00066451315,0.00056447997],"category_scores_gemma":[0.0051891957,0.0004714136,0.0005809208,0.00041869708,0.00056153844,0.00091491523,0.0006324789,0.0007349776,0.00007231445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034774884,0.00042782733,0.0014435814,0.00028265608,0.00008924816,0.00003174772,0.00006193015,0.91750574,0.025852103,0.0038063983,0.00007249682,0.050078537],"study_design_scores_gemma":[0.000030718063,0.00032996884,0.00035612803,0.00000468623,0.000027575174,0.0000050871995,0.0000075828616,0.9878405,0.00948655,0.0017011773,0.0002023496,0.000007752261],"about_ca_topic_score_codex":0.0023873001,"about_ca_topic_score_gemma":0.0022263476,"teacher_disagreement_score":0.0025823284,"about_ca_system_score_codex":0.0007080059,"about_ca_system_score_gemma":0.0013411964,"threshold_uncertainty_score":0.013656795},"labels":[],"label_agreement":null},{"id":"W4390169421","doi":"10.1016/j.geotexmem.2023.12.002","title":"Effect of welding parameters on properties of HDPE geomembrane extrusion welds","year":2023,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Extrusion; Welding; High-density polyethylene; Materials science; Geomembrane; Cracking; Composite material; Polyethylene; Metallurgy","score_opus":0.010049401246808589,"score_gpt":0.21747236424060223,"score_spread":0.20742296299379365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390169421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989366,0.0002559385,0.0003361466,0.0000068098516,0.0000041812636,0.000004713709,0.00007270044,0.000015838847,0.00036713612],"genre_scores_gemma":[0.9991309,0.000100151374,0.00016917066,0.000005861776,0.0000017729675,0.0000041830426,0.00007121729,0.000012878708,0.0005039793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997085,0.00004445462,0.000038675993,0.000060286533,0.00009376043,0.000054233486],"domain_scores_gemma":[0.9987739,0.00054727815,0.00025311604,0.00012840661,0.00025051186,0.000046848738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005618018,0.00027866522,0.0003007072,0.00030480212,0.00027073923,0.00039690727,0.00023999899,0.00040182163,0.0024177225],"category_scores_gemma":[0.0015081485,0.00023676999,0.00037340118,0.00042802948,0.00023034985,0.000527959,0.00023944359,0.00023922841,0.00032085393],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001860444,0.00007674745,0.0047122585,0.00015486106,0.00004982059,0.00023533976,0.00024778445,0.0035181954,0.982874,0.00005785328,0.00008463929,0.0061281896],"study_design_scores_gemma":[0.000010813053,0.0007768678,0.026262267,0.000008942265,0.000054175314,0.000066958346,0.00017931718,0.001450996,0.9706688,0.000019676558,0.00048593202,0.000015300067],"about_ca_topic_score_codex":0.00088243315,"about_ca_topic_score_gemma":0.0013498572,"teacher_disagreement_score":0.0024177225,"about_ca_system_score_codex":0.00022457862,"about_ca_system_score_gemma":0.0001411025,"threshold_uncertainty_score":0.008088052},"labels":[],"label_agreement":null},{"id":"W4390517329","doi":"10.5383/ijtee.05.02.005","title":"Predicting Bioreactor Landfill Air Space by Estimating Geotechnical Properties of Waste","year":2012,"lang":"en","type":"article","venue":"International Journal of Thermal and Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Ain Shams University","keywords":"Municipal solid waste; Bioreactor landfill; Settlement (finance); Leachate; Waste management; Compressibility; Bioreactor; Environmental science; Volume (thermodynamics); Biodegradation; Textile; Waste disposal; Food waste; Geotechnical engineering; Environmental engineering; Engineering; Materials science; Chemistry; Composite material","score_opus":0.006270306794918499,"score_gpt":0.1839217834542338,"score_spread":0.1776514766593153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390517329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990934,0.000047393416,0.008568048,0.00000999357,0.0000016467178,0.000012164348,0.00014183024,0.000070793045,0.00021416727],"genre_scores_gemma":[0.9961901,0.00006185896,0.0033420061,0.0000021208073,9.945477e-7,0.00001630789,0.00023467251,0.000007516233,0.00014449621],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983644,0.0000284387,0.000014815447,0.00004184865,0.00005702619,0.000021492056],"domain_scores_gemma":[0.99966216,0.00016338102,0.00008273787,0.00002184711,0.000051303054,0.000018541012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041340338,0.00064842263,0.00037156392,0.0006860498,0.0001528237,0.00060773094,0.00026316906,0.0005602692,0.00033501492],"category_scores_gemma":[0.0007717461,0.0002587753,0.0004991124,0.0005091701,0.0001720591,0.0004952989,0.00023872305,0.00027171412,0.00021932974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004649521,0.00027116833,0.18336847,0.00014736624,0.000065271124,0.00016960538,0.00011437798,0.6218601,0.15033561,0.000115598836,0.00011738466,0.042970132],"study_design_scores_gemma":[0.000010353036,0.0003118397,0.0862113,0.000007936971,0.000025796648,0.000044662094,0.00013828727,0.8588845,0.054013595,0.00014920525,0.000179278,0.000023316135],"about_ca_topic_score_codex":0.005936222,"about_ca_topic_score_gemma":0.007340776,"teacher_disagreement_score":0.005936222,"about_ca_system_score_codex":0.0005107375,"about_ca_system_score_gemma":0.00040189,"threshold_uncertainty_score":0.011803389},"labels":[],"label_agreement":null},{"id":"W4390638399","doi":"10.1016/j.geotexmem.2023.12.004","title":"Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Drainage; Tailings; Geotechnical engineering; Leakage (economics); Subgrade; Geology; Permeability (electromagnetism); Geosynthetic clay liner; Hydraulic conductivity; Materials science; Soil science; Metallurgy; Soil water; Chemistry","score_opus":0.003828080227376988,"score_gpt":0.23202159129530453,"score_spread":0.22819351106792754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390638399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999634,0.000030695293,0.00018090002,0.000005674318,0.0000047535336,0.0000017114436,0.000020207981,0.000009811937,0.00011207983],"genre_scores_gemma":[0.9997768,0.000013315882,0.00008899925,0.000004979712,7.144883e-7,9.991721e-7,0.000011423291,0.0000018382024,0.00010089228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997547,0.000039160208,0.000027987766,0.000040642502,0.000045518787,0.00009190165],"domain_scores_gemma":[0.9988722,0.0004746554,0.00025816623,0.000084961335,0.00019645794,0.000113481015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025937875,0.00018787784,0.00026324132,0.0002133533,0.0003033477,0.00048731378,0.00030900963,0.00044730987,0.0016676562],"category_scores_gemma":[0.00092335086,0.00014415027,0.0002745633,0.00021818672,0.00056586677,0.00045721722,0.00048251616,0.0003265603,0.00012857887],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00340571,0.00024655438,0.006355129,0.00013898461,0.000032456457,0.0004179123,0.00017601368,0.0049114022,0.9802059,0.00019217998,0.000098892095,0.003818864],"study_design_scores_gemma":[0.000050821698,0.0020740137,0.008974898,0.00001578523,0.00005793949,0.00009586319,0.00031842722,0.007885274,0.9799953,0.000055180637,0.00045726317,0.00001921459],"about_ca_topic_score_codex":0.0015026168,"about_ca_topic_score_gemma":0.0011730917,"teacher_disagreement_score":0.0016676562,"about_ca_system_score_codex":0.0003427088,"about_ca_system_score_gemma":0.00025794568,"threshold_uncertainty_score":0.005578816},"labels":[],"label_agreement":null},{"id":"W4390823754","doi":"10.5539/ep.v13n1p23","title":"Methane Emissions from Landfills Sites and Their Contribution to Global Climate Change in the Greater Lomé Area of Togo (West Africa)","year":2024,"lang":"en","type":"article","venue":"Environment and Pollution","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Environmental science; Methane; Climate change; Weibull distribution; Hydrology (agriculture); Geology; Mathematics; Ecology; Oceanography; Statistics; Biology; Geotechnical engineering","score_opus":0.024019273696128822,"score_gpt":0.24504397683629545,"score_spread":0.22102470314016662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390823754","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99978167,0.0000305251,0.000018564657,0.000009076938,3.7493268e-7,0.0000013650712,0.00004694223,6.7992227e-7,0.000110802794],"genre_scores_gemma":[0.9996792,0.000056386547,0.0000615512,0.0000033697233,0.0000012744392,0.0000031394331,0.000054721135,5.2949497e-7,0.00013981742],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99993014,0.000014447649,0.0000036869465,0.000012345608,0.000012846586,0.00002645218],"domain_scores_gemma":[0.99991786,0.000013699558,0.000042260395,0.000003564087,0.000010495233,0.000012074193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000918921,0.0001766838,0.00012570377,0.000643127,0.0003318821,0.00038758715,0.0001135697,0.00021056701,0.0005247689],"category_scores_gemma":[0.0001679686,0.00011634148,0.00013425745,0.0009325062,0.0002913456,0.00023232216,0.00034951908,0.00011139042,0.000076816505],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001676349,0.000042487776,0.9754514,0.000059597038,0.000040829287,0.0010723699,0.0022238684,0.0005833622,0.013523119,0.0000778346,0.0000781069,0.0066792606],"study_design_scores_gemma":[0.0000018209828,0.000024283014,0.997086,0.000005233456,0.000007664,0.00014653514,0.0018012685,0.00023876133,0.00037825102,0.0000112196,0.0002961232,0.0000029624266],"about_ca_topic_score_codex":0.029697888,"about_ca_topic_score_gemma":0.08309137,"teacher_disagreement_score":0.029697888,"about_ca_system_score_codex":0.00051398,"about_ca_system_score_gemma":0.00027286235,"threshold_uncertainty_score":0.059050083},"labels":[],"label_agreement":null},{"id":"W4391351617","doi":"10.1680/jgein.23.00175","title":"Impact of differential settlement on leakage through geomembranes in waste covers","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Leachate; Tailings; Geotechnical engineering; Hydraulic conductivity; Environmental science; Leakage (economics); Trench; Environmental engineering; Geology; Waste management; Soil science; Materials science; Soil water; Engineering; Composite material; Metallurgy","score_opus":0.011829743115068559,"score_gpt":0.28569644131696004,"score_spread":0.27386669820189147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391351617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99944836,0.000022785654,0.0003372745,0.000006437356,0.0000017468492,0.000003963853,0.000025954325,0.000007193261,0.00014623268],"genre_scores_gemma":[0.99975044,0.000013968017,0.00013459257,0.000003242173,4.3924845e-7,0.0000023989644,0.000014084486,0.0000010888209,0.00007960805],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996172,0.000071909126,0.000028721728,0.00006252414,0.00010845153,0.00011114606],"domain_scores_gemma":[0.999509,0.00016066854,0.00014562599,0.000037375135,0.00010724861,0.00004012039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036622156,0.00022611184,0.0002870333,0.00023083617,0.0003127604,0.0004522432,0.00025243114,0.0003541756,0.0006904639],"category_scores_gemma":[0.00064659264,0.00013781645,0.00030225993,0.00018942225,0.00057021546,0.0004585445,0.0005530155,0.00025106396,0.000108211236],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010584096,0.00013967224,0.03537042,0.00013151008,0.000027611897,0.0006258613,0.00025078334,0.01876763,0.9350291,0.00016236,0.00009157169,0.008344945],"study_design_scores_gemma":[0.000047251677,0.0025596798,0.117711894,0.000016860866,0.000037527883,0.00031094372,0.0006653499,0.027436431,0.8503803,0.00018413391,0.0006203245,0.000029336657],"about_ca_topic_score_codex":0.0015526983,"about_ca_topic_score_gemma":0.002032096,"teacher_disagreement_score":0.0015526983,"about_ca_system_score_codex":0.0005876788,"about_ca_system_score_gemma":0.00023556486,"threshold_uncertainty_score":0.004263878},"labels":[],"label_agreement":null},{"id":"W4391424875","doi":"10.1007/978-3-031-35471-7_69","title":"Residual Methane Generation Capacity of Waste Residue in a Landfill Bioreactor: Case Study of Calgary Biocell","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Methane; Waste management; Residue (chemistry); Residual; Bioreactor landfill; Environmental science; Leachate; Chemistry; Engineering; Mathematics; Organic chemistry","score_opus":0.02124307496479544,"score_gpt":0.22007463277141853,"score_spread":0.1988315578066231,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956792,0.00042497396,0.00027290935,0.00006287525,0.0000039199113,0.000019124529,0.00015008074,0.000022397426,0.0033645553],"genre_scores_gemma":[0.9927087,0.0005075423,0.00056662626,0.000023649562,0.0000022168947,0.000010596921,0.00022017396,0.000013246455,0.005947138],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997384,0.00003383301,0.000013172673,0.000049818987,0.000105483385,0.00005925021],"domain_scores_gemma":[0.9998801,0.00004899358,0.000012991878,0.0000097005395,0.000035971894,0.000012202911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005031195,0.0004154116,0.0007471086,0.00079371856,0.0011936886,0.00095386925,0.001190351,0.00078460574,0.0012016887],"category_scores_gemma":[0.00023828076,0.00018537135,0.00049262005,0.000750639,0.00047317072,0.0004115869,0.000473743,0.00042480664,0.00033512735],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0035536513,0.0012607453,0.04451994,0.00073156634,0.00012829682,0.007063708,0.0016095439,0.052199412,0.77255404,0.0013897545,0.002414802,0.112574555],"study_design_scores_gemma":[0.00012527166,0.004599311,0.0998213,0.00012683104,0.00026757186,0.001029654,0.0044214525,0.05332462,0.82879007,0.00072013383,0.0066796294,0.000094191],"about_ca_topic_score_codex":0.09165883,"about_ca_topic_score_gemma":0.17145318,"teacher_disagreement_score":0.90834117,"about_ca_system_score_codex":0.00266429,"about_ca_system_score_gemma":0.00094489276,"threshold_uncertainty_score":0.18225062},"labels":[],"label_agreement":null},{"id":"W4391446360","doi":"10.1177/0734242x241227373","title":"A method for evaluating and verifying biochemical methane potential test completion performed with landfilled municipal solid waste","year":2024,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Global Institute for Water Security; University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Municipal solid waste; Duration (music); Methane; Environmental science; Metric (unit); Landfill gas; Waste management; Statistics; Engineering; Environmental engineering; Mathematics; Chemistry; Operations management","score_opus":0.044248712874543406,"score_gpt":0.37052960363918636,"score_spread":0.32628089076464295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391446360","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40292007,0.0016992769,0.57541263,0.00020898803,0.00039920944,0.0016942332,0.0044440567,0.0042013233,0.009020331],"genre_scores_gemma":[0.59274304,0.001579987,0.39049146,0.00021124512,0.000042659278,0.0023915132,0.0023416905,0.00025307943,0.009945239],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9945529,0.00047335372,0.00034721545,0.00082417706,0.0035992465,0.0002030707],"domain_scores_gemma":[0.99448884,0.0013607355,0.0011244584,0.0005430239,0.0023219152,0.00016096488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003577366,0.0010880677,0.0007411057,0.0026229476,0.000683794,0.0012234005,0.0010780909,0.001253101,0.0016652636],"category_scores_gemma":[0.005520559,0.00050740433,0.00080697134,0.002132979,0.0007342793,0.0007618745,0.0010490423,0.0011310256,0.0013172168],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051150494,0.00039196553,0.025534647,0.0006299042,0.000095395706,0.00026134847,0.0004891602,0.0031281244,0.8870812,0.0008890845,0.0008917351,0.08009594],"study_design_scores_gemma":[0.00001636037,0.0009485281,0.012989149,0.000059557933,0.000073047384,0.000311562,0.00019471835,0.019520417,0.9611006,0.00028468345,0.0044154157,0.0000858315],"about_ca_topic_score_codex":0.0028458824,"about_ca_topic_score_gemma":0.0065483507,"teacher_disagreement_score":0.003577366,"about_ca_system_score_codex":0.0007005425,"about_ca_system_score_gemma":0.0013285904,"threshold_uncertainty_score":0.01891917},"labels":[],"label_agreement":null},{"id":"W4391627169","doi":"10.1016/j.wasman.2024.01.025","title":"Correction factors for large-scale greenhouse gas assessment from pulp and paper mill sludge landfill sites","year":2024,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Agriculture and Agri-Food Canada; Université du Québec à Chicoutimi","funders":"Ministère des Ressources Naturelles et de la Faune; Mitacs; Université du Québec à Chicoutimi; Ministère de l'Agriculture, des Pêcheries et de l'Alimentation","keywords":"Greenhouse gas; Environmental science; Paper mill; Landfill gas; Environmental engineering; Waste management; Pulp mill; Engineering; Municipal solid waste; Geology","score_opus":0.011174408174949945,"score_gpt":0.23816016267010312,"score_spread":0.22698575449515318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391627169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5883305,0.0018246914,0.38811848,0.0002988968,0.00044865406,0.0009836874,0.0069235745,0.0056490004,0.007422487],"genre_scores_gemma":[0.8120026,0.0005845865,0.17609349,0.00011141793,0.00003632535,0.00063946337,0.007433985,0.0012322519,0.0018659064],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99652135,0.00045884275,0.00027099648,0.0008192951,0.0016566465,0.0002729157],"domain_scores_gemma":[0.99243623,0.0020830114,0.00089850306,0.001008121,0.0034626392,0.00011150822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0039062444,0.0017822209,0.0007349829,0.0028094477,0.0012036728,0.001068797,0.0015031792,0.0007854136,0.0015418401],"category_scores_gemma":[0.0149112865,0.0005858964,0.0017394437,0.0038353538,0.00045195594,0.0011920973,0.0008908202,0.0008084198,0.00074287946],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007856768,0.00039203337,0.31601706,0.0014542233,0.0007735381,0.00075053965,0.00071107456,0.21931393,0.097243816,0.0021613028,0.008420173,0.35197663],"study_design_scores_gemma":[0.00014550582,0.0003349279,0.414785,0.000353754,0.0005099735,0.00048065788,0.0007358642,0.42131248,0.115014315,0.002080419,0.04387421,0.00037288654],"about_ca_topic_score_codex":0.12042175,"about_ca_topic_score_gemma":0.14335296,"teacher_disagreement_score":0.12042175,"about_ca_system_score_codex":0.0030905234,"about_ca_system_score_gemma":0.0027138328,"threshold_uncertainty_score":0.2394417},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"observational","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"medium"},{"model":"gpt","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"}],"label_agreement":"split"},{"id":"W4391978852","doi":"10.1016/j.wasman.2024.02.019","title":"A comprehensive study of settlement during the filling and post-closure phases at a landfill in Québec, Canada: Field data and TMB modelling","year":2024,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Closure (psychology); Settlement (finance); Field (mathematics); Environmental science; Waste management; Geotechnical engineering; Engineering; Geology; Political science; Law; Computer science","score_opus":0.018079971755480557,"score_gpt":0.22627865307977138,"score_spread":0.2081986813242908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391978852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895676,0.00013094806,0.00043626153,0.00014748899,0.0000032452017,0.000064693,0.007416686,0.000037548674,0.0021954353],"genre_scores_gemma":[0.9901962,0.00015101783,0.0009603265,0.000044917037,0.000002503979,0.00007357375,0.004679066,0.000020622572,0.0038717885],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999658,0.000041911946,0.000014713375,0.00005795372,0.00009284544,0.00013466203],"domain_scores_gemma":[0.9993185,0.0000926725,0.00008318667,0.0000323645,0.00033549638,0.00013791553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042066124,0.0004674617,0.0005770403,0.001203932,0.001995288,0.0013101827,0.0016684756,0.0008733565,0.002976395],"category_scores_gemma":[0.00088855857,0.00040215405,0.0005630876,0.004493844,0.00066726265,0.0005564826,0.0006825107,0.0005135975,0.00060795597],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073447236,0.0007123745,0.84929466,0.00035578155,0.00031823132,0.00119615,0.006950572,0.052237816,0.0051065893,0.0015279249,0.013378618,0.068186775],"study_design_scores_gemma":[0.00001930211,0.00004353857,0.97942185,0.00003138691,0.000025200736,0.000040890285,0.004128149,0.012584385,0.00024123347,0.00004817828,0.003381192,0.000034737273],"about_ca_topic_score_codex":0.99606496,"about_ca_topic_score_gemma":0.9977335,"teacher_disagreement_score":0.022246707,"about_ca_system_score_codex":0.022246707,"about_ca_system_score_gemma":0.016945459,"threshold_uncertainty_score":0.16141188},"labels":[],"label_agreement":null},{"id":"W4392343757","doi":"10.1016/j.surfin.2024.104118","title":"Surface alteration on biochar in long-term application: Insights into pyrolysis, freeze-thaw aging, and dissipation","year":2024,"lang":"en","type":"article","venue":"Surfaces and Interfaces","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Light Source (Canada); University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Canada Research Chairs","keywords":"Biochar; Materials science; Dissipation; Pyrolysis; Term (time); Surface (topology); Chemical engineering; Composite material; Thermodynamics","score_opus":0.008055125214347989,"score_gpt":0.2560769948539729,"score_spread":0.24802186963962491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392343757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915542,0.00300346,0.0036538302,0.000083928084,0.000026318356,0.000018149576,0.00017188831,0.000025521813,0.0014626371],"genre_scores_gemma":[0.99722207,0.0008823844,0.00089750404,0.000027889724,0.000007185682,0.000007493114,0.000085606254,0.000010288903,0.0008596447],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99982184,0.000021836999,0.000007909794,0.00003265905,0.000067363275,0.000048508566],"domain_scores_gemma":[0.99985766,0.000041908446,0.000023804703,0.000012208679,0.000052983207,0.0000113164415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004808348,0.00030243085,0.00031180264,0.00032250723,0.0003352811,0.00051188935,0.0002507812,0.0004583915,0.00087719946],"category_scores_gemma":[0.00033974845,0.00015710275,0.00031268943,0.0002518693,0.00038987267,0.000661271,0.00021867614,0.00046527342,0.00014367205],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018678825,0.00004105448,0.004405293,0.00008645262,0.000019489878,0.00008656343,0.00008551936,0.0005057978,0.9876187,0.00023221712,0.000047778154,0.0066842185],"study_design_scores_gemma":[0.00000488051,0.0003122005,0.04892645,0.000014744344,0.00002919378,0.00015299028,0.00031662977,0.0027022925,0.9456982,0.00026613617,0.0015644256,0.000011797895],"about_ca_topic_score_codex":0.0020935435,"about_ca_topic_score_gemma":0.0035256576,"teacher_disagreement_score":0.0020935435,"about_ca_system_score_codex":0.0004889957,"about_ca_system_score_gemma":0.00028691316,"threshold_uncertainty_score":0.004162729},"labels":[],"label_agreement":null},{"id":"W4392753866","doi":"10.5194/egusphere-egu24-14036","title":"Mitigating Methane Emissions: A Comprehensive Measurement Study of Canadian Landfills","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada; St. Francis Xavier University; Memorial University of Newfoundland","funders":"","keywords":"Methane; Methane emissions; Environmental science; Greenhouse gas; Waste management; Business; Engineering; Chemistry; Geology","score_opus":0.06870063757104547,"score_gpt":0.27873925973743935,"score_spread":0.21003862216639388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392753866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906014,0.00035410977,0.0011995973,0.00019964146,0.000006376462,0.000115452734,0.0038448188,0.00007604698,0.0036025676],"genre_scores_gemma":[0.9893063,0.0007412009,0.0037711442,0.00011364083,0.0000061985133,0.00006932198,0.004220647,0.00003284995,0.0017386118],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99899524,0.000040824776,0.00002526344,0.00013299084,0.0005621392,0.00024361703],"domain_scores_gemma":[0.99879384,0.00005034949,0.00007265637,0.000043826276,0.000953597,0.0000857819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057885924,0.00076942047,0.0006075395,0.0017773099,0.004227896,0.0012033519,0.0013170907,0.0005973778,0.000694059],"category_scores_gemma":[0.0009983529,0.00033815717,0.0005555045,0.00608155,0.00078347157,0.00061601005,0.00074515294,0.00059646746,0.00018609139],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046395257,0.00090797624,0.8281253,0.0005019622,0.00030260318,0.000941286,0.005210157,0.01948287,0.026108382,0.0016602759,0.010539481,0.10575582],"study_design_scores_gemma":[0.000026233085,0.000156389,0.9586099,0.000048902475,0.00009872826,0.00012095587,0.0056828824,0.017040918,0.0051434217,0.00015603116,0.012814948,0.00010069528],"about_ca_topic_score_codex":0.9934836,"about_ca_topic_score_gemma":0.99687517,"teacher_disagreement_score":0.025259653,"about_ca_system_score_codex":0.025259653,"about_ca_system_score_gemma":0.026916213,"threshold_uncertainty_score":0.18327248},"labels":[],"label_agreement":null},{"id":"W4392760066","doi":"10.5194/egusphere-egu24-13836","title":"Consumption of methane by a landfill cover soil under variable moisture and temperature conditions","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Methane; Cover (algebra); Environmental science; Moisture; Water content; Variable (mathematics); Soil cover; Soil science; Mathematics; Geology; Chemistry; Geotechnical engineering; Geography; Soil water; Engineering; Meteorology","score_opus":0.009399141275471957,"score_gpt":0.24477705738434374,"score_spread":0.2353779161088718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392760066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928564,0.000042884563,0.00014809989,0.000009668882,0.0000026964524,0.000012010532,0.00028162322,0.000005996198,0.00021143357],"genre_scores_gemma":[0.9967644,0.00015695665,0.0010858558,0.00002294047,0.0000051669617,0.000038338123,0.00084730855,0.000006678846,0.0010723801],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996841,0.000026510364,0.000016717486,0.000108408945,0.00007686312,0.00008746799],"domain_scores_gemma":[0.999816,0.000039356328,0.000046712823,0.000018775952,0.00004409356,0.000035102992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022046125,0.00044137536,0.00040482904,0.00019049158,0.00049588893,0.00050471036,0.00030805834,0.00028642802,0.0005178151],"category_scores_gemma":[0.00022479177,0.00024758434,0.00033829306,0.0003212365,0.00034833417,0.00024344954,0.0002605531,0.00026794226,0.00012723458],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000970033,0.00009457576,0.021670261,0.000059318365,0.000029679655,0.00007608425,0.00015098842,0.00028066293,0.97403514,0.000018637105,0.000052101637,0.0025625413],"study_design_scores_gemma":[0.00004860118,0.0020114116,0.38729292,0.000015655434,0.000088381246,0.00017965409,0.00054844806,0.003563562,0.604997,0.000040863197,0.001175013,0.00003851973],"about_ca_topic_score_codex":0.14878294,"about_ca_topic_score_gemma":0.20972092,"teacher_disagreement_score":0.14878294,"about_ca_system_score_codex":0.0016136571,"about_ca_system_score_gemma":0.00110643,"threshold_uncertainty_score":0.29583383},"labels":[],"label_agreement":null},{"id":"W4393318804","doi":"10.1680/jgein.23.00178","title":"Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Extrusion; Materials science; Welding; High-density polyethylene; Composite material; Heat-affected zone; Leachate; Geomembrane; Metallurgy; Polyethylene; Waste management","score_opus":0.010444108542441148,"score_gpt":0.24292638012108875,"score_spread":0.2324822715786476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393318804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993585,0.00016780611,0.00023379835,0.0000027078077,0.0000025139368,0.0000041463945,0.00011270827,0.0000076194146,0.00011024238],"genre_scores_gemma":[0.99864894,0.00012002782,0.00025568478,0.000005614654,0.0000021634223,0.0000073993024,0.00019894054,0.0000058141522,0.00075550337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998388,0.000019793757,0.000020679878,0.000044826564,0.00004611773,0.000029695759],"domain_scores_gemma":[0.9996667,0.000053226027,0.00008141621,0.000033952114,0.00013259175,0.000032128602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033110497,0.00026528872,0.000377313,0.0002392015,0.00024954663,0.00022795112,0.00017323183,0.00029960604,0.0006246471],"category_scores_gemma":[0.00040689978,0.000124243,0.00032068448,0.00023215875,0.00015610809,0.00025682492,0.00016453635,0.000187714,0.00019807783],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005871709,0.000047101108,0.0046838755,0.00006417668,0.000032801006,0.00008149456,0.00014883777,0.0006342032,0.99124664,0.0000151345575,0.000014106865,0.0024443823],"study_design_scores_gemma":[0.0000061850337,0.0018476057,0.04445185,0.000007948415,0.00007025374,0.00008534349,0.00013309665,0.0009781261,0.9518832,0.000013506508,0.00051020767,0.000012548959],"about_ca_topic_score_codex":0.001957288,"about_ca_topic_score_gemma":0.002532107,"teacher_disagreement_score":0.001957288,"about_ca_system_score_codex":0.0002406307,"about_ca_system_score_gemma":0.00011404818,"threshold_uncertainty_score":0.0038918257},"labels":[],"label_agreement":null},{"id":"W4393932437","doi":"10.1016/j.geotexmem.2024.03.003","title":"Using strain hardening to predict the stress crack resistance of unaged and aged smooth black HDPE geomembranes","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Geomembrane; High-density polyethylene; Materials science; Composite material; Modulus; Hardening (computing); Strain hardening exponent; Ultimate tensile strength; Tensile testing; Polyethylene","score_opus":0.014549224522899841,"score_gpt":0.24031749120088208,"score_spread":0.22576826667798225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393932437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99791735,0.000025253974,0.0017077854,0.0000047743133,0.0000023863884,0.0000031246875,0.0000722335,0.00003984216,0.00022726561],"genre_scores_gemma":[0.9991493,0.000016458229,0.00058237184,0.0000012000255,2.9725385e-7,0.000001642855,0.000046382887,0.0000032882376,0.00019903833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994516,0.0000038471007,0.0000035183157,0.000013080273,0.000023420447,0.000010978743],"domain_scores_gemma":[0.99983406,0.000055021264,0.000033792265,0.000018513243,0.00004743772,0.000011118836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020602018,0.00035308563,0.00017260975,0.00039023315,0.00014757298,0.00030109336,0.00022317386,0.00055114954,0.00064078916],"category_scores_gemma":[0.00043178193,0.0001676422,0.00027972145,0.00021886054,0.00017343463,0.00042967394,0.00014797287,0.00023249366,0.00015680463],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061109307,0.0001535509,0.053711616,0.00008156692,0.00004376952,0.00027215175,0.000096883065,0.59978384,0.31330007,0.00036263946,0.00017695865,0.03140586],"study_design_scores_gemma":[0.0000127261865,0.00024377646,0.03545695,0.0000065775534,0.000018213503,0.00003732858,0.00005415346,0.86202097,0.101754196,0.000118373,0.0002581451,0.000018609147],"about_ca_topic_score_codex":0.0062131225,"about_ca_topic_score_gemma":0.0058132512,"teacher_disagreement_score":0.0062131225,"about_ca_system_score_codex":0.00030507686,"about_ca_system_score_gemma":0.00018824721,"threshold_uncertainty_score":0.012353957},"labels":[],"label_agreement":null},{"id":"W4394564547","doi":"10.1139/cgj-2024-0024","title":"Long-term performance of textured HDPE geomembranes in municipal solid waste landfills","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; High-density polyethylene; Municipal solid waste; Geotechnical engineering; Term (time); Environmental science; Waste management; Waste disposal; Geology; Materials science; Engineering; Polyethylene; Composite material","score_opus":0.009868958200617827,"score_gpt":0.2356640255777212,"score_spread":0.22579506737710336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394564547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99971646,0.00009751331,0.00006888178,0.000003935119,0.0000010621675,0.0000019818558,0.000057498954,0.0000024849555,0.000050160088],"genre_scores_gemma":[0.9993426,0.00011003014,0.00020693374,0.0000048138086,0.0000010837376,0.000003827186,0.0000897402,0.0000013059052,0.0002396331],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99980396,0.000026651302,0.000018852683,0.000040452083,0.000066748806,0.000043377815],"domain_scores_gemma":[0.9998184,0.000024021692,0.000063739506,0.00001522362,0.00005911604,0.000019571673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040680935,0.000224263,0.00039455286,0.00022028583,0.00033609266,0.0003407994,0.00018374936,0.00028158646,0.00026753359],"category_scores_gemma":[0.0003389812,0.00009622969,0.0003360089,0.0002812355,0.00021263419,0.00027713802,0.00024558106,0.0001969879,0.00008973657],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007434737,0.000058785317,0.009980547,0.000085999665,0.00003772594,0.00010819785,0.00012655703,0.0017517282,0.9822015,0.000022601642,0.000023763967,0.004859097],"study_design_scores_gemma":[0.000007824003,0.0018241699,0.06939314,0.000012617158,0.000055309243,0.00009230625,0.00023773458,0.0013600282,0.92638826,0.000022743896,0.0005893922,0.000016407863],"about_ca_topic_score_codex":0.0058592604,"about_ca_topic_score_gemma":0.009788423,"teacher_disagreement_score":0.0058592604,"about_ca_system_score_codex":0.00064623967,"about_ca_system_score_gemma":0.00021098905,"threshold_uncertainty_score":0.011650324},"labels":[],"label_agreement":null},{"id":"W4394622469","doi":"10.1007/s10706-024-02787-4","title":"Geotechnical Evaluation of Consolidation and Conductivity of Synthetic Municipal Solid Waste","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Consolidation (business); Geotechnical engineering; Hydrogeology; Municipal solid waste; Geology; Environmental science; Waste management; Engineering","score_opus":0.024064297014193214,"score_gpt":0.26187604436114115,"score_spread":0.23781174734694793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394622469","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980307,0.00013786818,0.0004587417,0.000018423101,0.000004899214,0.000022078582,0.00004456132,0.0000064499936,0.0012764062],"genre_scores_gemma":[0.99931014,0.000076663455,0.00016119458,0.00000839953,0.0000021701237,0.000005083822,0.00004151003,0.0000017256369,0.0003931474],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984524,0.00038137822,0.00012540822,0.00009085948,0.0007820266,0.00016783841],"domain_scores_gemma":[0.99895585,0.00020545656,0.00019381629,0.000058603382,0.00049915304,0.000086943364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001022489,0.00034766766,0.00034199402,0.00072762836,0.0005195242,0.0010484338,0.0003013765,0.00062638277,0.00087405945],"category_scores_gemma":[0.0013443636,0.00015630604,0.00040993368,0.00082247256,0.00067194866,0.0006687575,0.0005544305,0.00038036305,0.00019479699],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028005177,0.00063639815,0.052904747,0.00024987513,0.00009183349,0.00022927996,0.0003536201,0.013580631,0.90101624,0.00092307164,0.00022502331,0.026988814],"study_design_scores_gemma":[0.000045385153,0.0032782755,0.035620075,0.000018536859,0.00006953135,0.00012537674,0.0006339019,0.0108044725,0.9479363,0.0002057158,0.0012449493,0.00001741048],"about_ca_topic_score_codex":0.0051014544,"about_ca_topic_score_gemma":0.008513456,"teacher_disagreement_score":0.0051014544,"about_ca_system_score_codex":0.001345394,"about_ca_system_score_gemma":0.0012601219,"threshold_uncertainty_score":0.010143518},"labels":[],"label_agreement":null},{"id":"W4394935203","doi":"10.1016/j.geotexmem.2024.04.002","title":"Transport parameters for PFOA and PFOS migration through GCL's and composite liners used in landfills","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"GSI Helmholtzzentrum für Schwerionenforschung; Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Geosynthetic clay liner; Perfluorooctanoic acid; Geomembrane; Hydraulic conductivity; Perfluorooctane; Sorption; Environmental chemistry; Composite number; Diffusion; Chemistry; Sulfonate; Adsorption; Materials science; Composite material; Environmental science; Soil science; Soil water; Sodium","score_opus":0.011266260715478246,"score_gpt":0.23462937445592202,"score_spread":0.22336311374044376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394935203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968464,0.000094245035,0.0008778691,0.000014769633,0.0000032338344,0.00002070648,0.0011125534,0.000065444445,0.00096482795],"genre_scores_gemma":[0.9978083,0.00007626232,0.00057132926,0.000007889597,0.0000011920931,0.000021615775,0.000786759,0.000019925961,0.0007068191],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997454,0.000053170606,0.000016907714,0.00007899033,0.00006294415,0.00004256359],"domain_scores_gemma":[0.9996728,0.00012663743,0.00007152627,0.000019005318,0.00009356486,0.000016521779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004530734,0.00048552544,0.00033652247,0.0010563602,0.0006156531,0.00081889046,0.00031478982,0.0005881668,0.0016607968],"category_scores_gemma":[0.00077106355,0.00013029446,0.0005908157,0.001052539,0.00029650275,0.000732355,0.0002501541,0.0002773508,0.0005241957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007788853,0.00037663497,0.45176142,0.0006726299,0.00034470524,0.00073108537,0.0013242261,0.1708862,0.31704822,0.0011246903,0.0021865824,0.045754705],"study_design_scores_gemma":[0.0002703477,0.0027545667,0.42149422,0.0001152375,0.00045984137,0.0005483034,0.004844135,0.14906602,0.40998355,0.0009587875,0.009281936,0.00022312334],"about_ca_topic_score_codex":0.06479123,"about_ca_topic_score_gemma":0.033663306,"teacher_disagreement_score":0.06479123,"about_ca_system_score_codex":0.001537139,"about_ca_system_score_gemma":0.00073328003,"threshold_uncertainty_score":0.12882823},"labels":[],"label_agreement":null},{"id":"W4396227379","doi":"10.1007/s40515-024-00390-x","title":"Unique Relationship Between Optimum Compaction Properties of Fine-Grained Soils Across Rational Compactive Efforts: A Validation Study","year":2024,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Federation University Australia","keywords":"Compaction; Soil water; Water content; Soil science; Environmental science; Conversion factor; Soil compaction; Moisture; Mathematics; Geotechnical engineering; Materials science; Geology; Physics","score_opus":0.021113103122290002,"score_gpt":0.2744055282338911,"score_spread":0.2532924251116011,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396227379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782205,0.000019800813,0.0017458041,0.000002253177,4.4350466e-7,0.000011156349,0.00012766475,0.000017388327,0.00025349006],"genre_scores_gemma":[0.99856913,0.000011974756,0.0011682212,0.0000014732565,4.334829e-7,0.000005742417,0.00018878836,0.000002894963,0.000051181705],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913675,0.00019947438,0.00007629106,0.00021565837,0.0002838636,0.00008802612],"domain_scores_gemma":[0.9926496,0.0039919494,0.0012531857,0.0010098995,0.0009615543,0.00013377126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018582897,0.000391381,0.00036054468,0.0013291377,0.00021373732,0.0006599768,0.00053556735,0.00044957933,0.0005054958],"category_scores_gemma":[0.006985854,0.00016003747,0.0003288917,0.001097516,0.00066598057,0.00064030266,0.00046551935,0.00024042683,0.00016922719],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013505258,0.00086702534,0.7738577,0.00014871312,0.00018334763,0.0003454913,0.00047917364,0.08412639,0.07244348,0.0009192832,0.00024887975,0.06502998],"study_design_scores_gemma":[0.000032895892,0.0021452145,0.7878743,0.000021323898,0.00007929516,0.00036588064,0.0006617368,0.14094628,0.06577777,0.00078205933,0.0012533594,0.000059718062],"about_ca_topic_score_codex":0.0028286697,"about_ca_topic_score_gemma":0.0037167103,"teacher_disagreement_score":0.0028286697,"about_ca_system_score_codex":0.00044438886,"about_ca_system_score_gemma":0.00024508376,"threshold_uncertainty_score":0.009827733},"labels":[],"label_agreement":null},{"id":"W4396516782","doi":"10.1139/cgj-2023-0252","title":"Analysis of water migration in an earthen landfill cover with recycled construction waste","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Waste management; Environmental science; Cover (algebra); Municipal solid waste; Civil engineering; Mining engineering; Engineering; Geology","score_opus":0.006641128194783399,"score_gpt":0.2051925128503205,"score_spread":0.1985513846555371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396516782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991379,0.0000141043165,0.00061078364,0.0000058001865,9.89998e-7,0.00000308942,0.000019944448,0.0000099824565,0.00019744213],"genre_scores_gemma":[0.9991912,0.000019482639,0.0005791552,0.0000015659674,3.7980172e-7,0.0000028205457,0.000025387357,0.0000020007303,0.00017810908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999348,0.000005979814,0.0000037348418,0.000013187605,0.000017268385,0.000025031095],"domain_scores_gemma":[0.9999404,0.000020673066,0.000014101975,0.0000052466166,0.0000117751815,0.000007857288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010285094,0.00020377037,0.00026287365,0.0004145081,0.00036257488,0.0003722026,0.0002453917,0.0004440249,0.00051692745],"category_scores_gemma":[0.00018628775,0.00013942373,0.00044703708,0.00039462207,0.00030739763,0.00039710617,0.00022692695,0.00012986182,0.00006390783],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050806097,0.00027586598,0.13978115,0.00017573823,0.000103708306,0.0012501797,0.00041697026,0.5741783,0.26003793,0.0006767334,0.00012673617,0.02246856],"study_design_scores_gemma":[0.000037369122,0.00044930595,0.081840836,0.000011210673,0.00006830095,0.0001406185,0.0008079062,0.86165625,0.0541679,0.00031461506,0.00047230217,0.00003332998],"about_ca_topic_score_codex":0.016291974,"about_ca_topic_score_gemma":0.017631492,"teacher_disagreement_score":0.016291974,"about_ca_system_score_codex":0.0005472432,"about_ca_system_score_gemma":0.0004074519,"threshold_uncertainty_score":0.03239429},"labels":[],"label_agreement":null},{"id":"W4396615485","doi":"10.1061/9780784485415.026","title":"Recent Observations on Self-Hardening Slurries in Slurry Trenching","year":2024,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Slurry; Coring; Portland cement; Hardening (computing); Geotechnical engineering; Cement; Civil engineering; Engineering; Geology; Materials science; Mechanical engineering; Drilling; Metallurgy; Composite material; Environmental engineering","score_opus":0.026323375760618717,"score_gpt":0.25311716450833527,"score_spread":0.22679378874771655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396615485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98606735,0.0004048759,0.008885631,0.00018627089,0.000040009272,0.000038409053,0.00024135355,0.00013407329,0.0040022004],"genre_scores_gemma":[0.9881946,0.00064030505,0.0073972475,0.00014080426,0.00002757672,0.000022315213,0.0003475251,0.000053406588,0.0031763033],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994259,0.00005084986,0.000042507563,0.00014408154,0.00027120093,0.00006545667],"domain_scores_gemma":[0.99843055,0.00033995078,0.00040943568,0.00012466949,0.00063328695,0.00006210632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007043801,0.00026951922,0.00020356823,0.0005412223,0.0004530315,0.000608632,0.00049750553,0.0005972878,0.00079565716],"category_scores_gemma":[0.001433393,0.00028421078,0.00016858138,0.00067689124,0.0006240591,0.0007167257,0.0005467107,0.00078264147,0.00023664384],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005037605,0.00016667011,0.054611363,0.0005518561,0.00003432921,0.0012381703,0.002983171,0.0028226536,0.8830251,0.0005205822,0.0010191917,0.05252309],"study_design_scores_gemma":[0.000021188198,0.00084137317,0.22371666,0.00008201223,0.00006495006,0.0010327406,0.004723465,0.0024612716,0.73830205,0.00047005722,0.02820076,0.00008344359],"about_ca_topic_score_codex":0.0034057784,"about_ca_topic_score_gemma":0.012280989,"teacher_disagreement_score":0.0034057784,"about_ca_system_score_codex":0.00047870047,"about_ca_system_score_gemma":0.00023439135,"threshold_uncertainty_score":0.006771922},"labels":[],"label_agreement":null},{"id":"W4396972884","doi":"10.1680/jgeot.23.00410","title":"Aquathermal effect of anomalous pressure generation in consolidating minefill","year":2024,"lang":"en","type":"article","venue":"Géotechnique","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Environmental science; Geology; Business","score_opus":0.007108704248660208,"score_gpt":0.2424668160885377,"score_spread":0.2353581118398775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396972884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989317,0.000050029405,0.00049408764,0.000012912995,0.0000022761487,0.0000033596723,0.00002384577,0.000022906921,0.00045896892],"genre_scores_gemma":[0.99981576,0.000017091146,0.00007529966,0.0000026816663,8.885126e-7,0.0000012367261,0.000007017973,0.0000017820528,0.00007833547],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998281,0.000030561096,0.0000077437635,0.000026983244,0.00006401095,0.000042555665],"domain_scores_gemma":[0.9997384,0.000114868955,0.000061908795,0.000024687883,0.00004044311,0.000019745992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002114464,0.00013154921,0.0001594781,0.00017666124,0.0002028403,0.00034152175,0.00017777344,0.00018183632,0.0015213969],"category_scores_gemma":[0.0004787872,0.000086841814,0.00010462317,0.00015912934,0.00053731963,0.00035407685,0.00034783623,0.00026935895,0.00009022066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010871801,0.00010809157,0.01196499,0.0001243946,0.0000183963,0.00082674634,0.00023467162,0.007036269,0.96295285,0.000699037,0.00016812187,0.014779271],"study_design_scores_gemma":[0.00001400496,0.00089730654,0.027027752,0.000007153716,0.000012401732,0.00023041497,0.00032216246,0.015297435,0.9550942,0.0002716573,0.0008111849,0.00001428204],"about_ca_topic_score_codex":0.00067694706,"about_ca_topic_score_gemma":0.0008539318,"teacher_disagreement_score":0.0015213969,"about_ca_system_score_codex":0.00020556162,"about_ca_system_score_gemma":0.00015601686,"threshold_uncertainty_score":0.0050896406},"labels":[],"label_agreement":null},{"id":"W4397010810","doi":"10.1680/jgein.24.00008","title":"Factors affecting the tensile strength of bituminous geomembrane seams","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Ultimate tensile strength; Geotextile; Geosynthetics; Geotechnical engineering; Geomembrane; Materials science; Strength reduction; Shear (geology); Composite material; Structural engineering; Geology; Engineering; Finite element method","score_opus":0.01679689439640673,"score_gpt":0.24806027373604828,"score_spread":0.23126337933964156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397010810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993782,0.00005899103,0.0003275463,0.000002831075,0.0000010470295,0.0000039774104,0.000028960394,0.0000063896023,0.00019204176],"genre_scores_gemma":[0.9987469,0.00004433129,0.00063795,0.0000053441086,7.7616403e-7,0.0000047445255,0.00009309502,0.000006925387,0.00045992076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954873,0.00006945216,0.000049327453,0.00006107472,0.00021521628,0.00005619582],"domain_scores_gemma":[0.9986475,0.00035809228,0.0005320291,0.000100756784,0.00026928142,0.00009229955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007697667,0.00029165074,0.00021740033,0.00034270668,0.00024403194,0.0003771815,0.00022934374,0.0003798483,0.0013587148],"category_scores_gemma":[0.0015915456,0.0002096507,0.00024963802,0.00027396134,0.00027547838,0.00035538257,0.0003041197,0.00022119167,0.00023359977],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022365672,0.0000205905,0.018619554,0.00005308013,0.000012374954,0.00017888613,0.000110253015,0.00070900924,0.9763035,0.000022311804,0.000013387637,0.0037332652],"study_design_scores_gemma":[0.0000057320012,0.0016358919,0.27011764,0.000011853142,0.000028821778,0.0005585359,0.00035820212,0.0013418446,0.72525984,0.00004209997,0.0006196805,0.000019869329],"about_ca_topic_score_codex":0.0008642417,"about_ca_topic_score_gemma":0.0018888543,"teacher_disagreement_score":0.0013587148,"about_ca_system_score_codex":0.00020053975,"about_ca_system_score_gemma":0.00013526993,"threshold_uncertainty_score":0.0045453906},"labels":[],"label_agreement":null},{"id":"W4399727536","doi":"10.3390/mining4020026","title":"The Application of Geosynthetics in Tailings Storage Facilities: A General Review","year":2024,"lang":"en","type":"review","venue":"Mining","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Tailings; Geosynthetics; Waste management; Environmental science; Mining engineering; Geology; Engineering; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.030266290556464157,"score_gpt":0.3124411119182318,"score_spread":0.28217482136176764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399727536","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002344632,0.998396,0.00021598177,0.00009707563,0.00010002447,0.0000095902715,0.000034120003,0.0000076162514,0.00090503425],"genre_scores_gemma":[0.00077423034,0.9985428,0.0002600293,0.00005182827,0.000057385347,0.0000073615374,0.000035116715,0.0000017090047,0.00026953736],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996561,0.000045664125,0.00006871721,0.000078443314,0.00012105438,0.000029979237],"domain_scores_gemma":[0.99913317,0.0004611488,0.00014502626,0.000024778245,0.00019935843,0.000036479607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00097381795,0.0012019399,0.0017756756,0.0044797934,0.0003195434,0.0011875287,0.0010519585,0.0013794821,0.0041772425],"category_scores_gemma":[0.0011564812,0.0006110508,0.0011098995,0.004634504,0.00045700127,0.0018997876,0.00076550455,0.0012130997,0.0017025726],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000070009606,0.00011888746,0.00030637553,0.08629747,0.00018217912,0.0002030226,0.0001095042,0.0016001557,0.0031302085,0.00514128,0.010941162,0.89189976],"study_design_scores_gemma":[0.000013713813,0.00024624,0.0011721604,0.01253253,0.00031455167,0.00073754555,0.00015119149,0.00025988987,0.0019986513,0.001508649,0.9810178,0.00004702635],"about_ca_topic_score_codex":0.0022643588,"about_ca_topic_score_gemma":0.0027867456,"teacher_disagreement_score":0.0044797934,"about_ca_system_score_codex":0.0006077865,"about_ca_system_score_gemma":0.0018049517,"threshold_uncertainty_score":0.013974249},"labels":[],"label_agreement":null},{"id":"W4401108400","doi":"10.1038/s41598-024-67381-3","title":"Application of hybridized ensemble learning and equilibrium optimization in estimating damping ratios of municipal solid waste","year":2024,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Högskolan i Gävle","keywords":"Boosting (machine learning); Mean squared error; AdaBoost; Gradient boosting; Random forest; Ensemble forecasting; Municipal solid waste; Ensemble learning; Computer science; Correlation coefficient; Regression analysis; Regression; Coefficient of determination; Machine learning; Support vector machine; Statistics; Mathematics; Engineering; Waste management","score_opus":0.010425863234481924,"score_gpt":0.2657039552933057,"score_spread":0.2552780920588238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401108400","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44185248,0.0003600553,0.55572236,0.00010111998,0.000025815796,0.0000349386,0.00006965055,0.00053419214,0.0012994871],"genre_scores_gemma":[0.9702068,0.000056842844,0.029166317,0.000020825973,0.000007545632,0.0000244617,0.00007271954,0.00001887638,0.00042560414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996244,0.00014294355,0.00001879202,0.000096812815,0.00007227679,0.00004474682],"domain_scores_gemma":[0.99928695,0.00040812718,0.00007390954,0.000049769755,0.00015927522,0.000021997184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017323244,0.00076153484,0.00081376545,0.000885785,0.00027961985,0.0005302436,0.00054744846,0.0005822007,0.00039829357],"category_scores_gemma":[0.0023416202,0.0002840263,0.0007900572,0.00046205733,0.00020998217,0.00055994035,0.00048413398,0.0005358163,0.000120258665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057793135,0.00005879272,0.004433381,0.000017427225,0.0000526585,0.000025434303,0.000021671476,0.94917387,0.0028655978,0.0004173378,0.00011715478,0.04275881],"study_design_scores_gemma":[5.9595084e-7,0.0000094505585,0.000251697,8.903232e-7,0.000003014617,0.0000016740943,0.0000022371817,0.999273,0.00034333777,0.00009075846,0.000021729953,0.0000015537688],"about_ca_topic_score_codex":0.0059498,"about_ca_topic_score_gemma":0.0038710106,"teacher_disagreement_score":0.0059498,"about_ca_system_score_codex":0.0004065671,"about_ca_system_score_gemma":0.00056536024,"threshold_uncertainty_score":0.01183033},"labels":[],"label_agreement":null},{"id":"W4401200922","doi":"10.3389/fenvs.2024.1397134","title":"Validation of a methane oxidation biosystem design methodology using numerical modeling","year":2024,"lang":"en","type":"article","venue":"Frontiers in Environmental Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Dillon Consulting; Université de Sherbrooke","funders":"","keywords":"Methane; Environmental science; Pellets; Permeability (electromagnetism); Air permeability specific surface; Hydraulic conductivity; Soil science; Computer science; Biological system; Process engineering; Materials science; Engineering; Soil water; Chemistry","score_opus":0.06815323777676377,"score_gpt":0.29755720674959496,"score_spread":0.2294039689728312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401200922","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2838132,0.00016505063,0.70726436,0.00020118109,0.000042987307,0.0004125528,0.0004068214,0.00073649926,0.0069573266],"genre_scores_gemma":[0.81741875,0.00006749858,0.18086566,0.000021823402,0.000004657442,0.00050848373,0.00015203875,0.000035474466,0.0009255312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952126,0.00015914507,0.000036560697,0.00006636627,0.0001729564,0.00004363395],"domain_scores_gemma":[0.99859077,0.0007878594,0.00015274041,0.00014919166,0.00028800344,0.00003141258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016430528,0.00061195967,0.00041968792,0.0003599732,0.00037986026,0.00046704456,0.00057433604,0.00068735087,0.001610753],"category_scores_gemma":[0.0019476048,0.0002616916,0.00047462803,0.00019916736,0.00038610207,0.00029068333,0.0004330732,0.0005971905,0.00023610856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057849145,0.000075126336,0.00092584017,0.000119191725,0.00001344827,0.000026476833,0.000031302385,0.9736816,0.01361054,0.0017577026,0.00009312863,0.009607779],"study_design_scores_gemma":[0.000018501936,0.00009519953,0.00021530697,0.000007371791,0.0000057214856,0.0000069197763,0.0000067118494,0.9869927,0.011735278,0.00039680323,0.0005141297,0.0000053071003],"about_ca_topic_score_codex":0.002937501,"about_ca_topic_score_gemma":0.0019033444,"teacher_disagreement_score":0.002937501,"about_ca_system_score_codex":0.00089731545,"about_ca_system_score_gemma":0.001406913,"threshold_uncertainty_score":0.008689344},"labels":[],"label_agreement":null},{"id":"W4401272677","doi":"10.1680/jgein.23.00110","title":"Antioxidant depletion from a 2 mm high-density polyethylene geomembrane used in brine containment","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Emergent BioSolutions (Canada)","funders":"","keywords":"Geomembrane; Geosynthetics; Brine; High-density polyethylene; Containment (computer programming); Geotechnical engineering; Geosynthetic clay liner; Waste management; Environmental science; Geotextile; Geology; Forensic engineering; Engineering; Polyethylene; Materials science; Chemistry; Composite material; Soil science; Soil water","score_opus":0.007471672660616226,"score_gpt":0.22872886329306705,"score_spread":0.22125719063245083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401272677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801517,0.00039709063,0.0010395241,0.00002254261,0.000009951234,0.000012440857,0.00014644918,0.000023560196,0.00033327946],"genre_scores_gemma":[0.9949498,0.0006491934,0.0021020875,0.000022844655,0.000004156395,0.000029414356,0.0003549905,0.000013363067,0.0018740649],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985194,0.000019411276,0.000013311676,0.000032735934,0.000054844753,0.000027709726],"domain_scores_gemma":[0.99984384,0.00003367896,0.000053366708,0.000016487455,0.000039179726,0.000013349962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021678576,0.0003821192,0.00025923658,0.00016926785,0.00019191526,0.00023179005,0.00025779766,0.00037093976,0.00076441834],"category_scores_gemma":[0.0002322309,0.00014287408,0.00020255407,0.0002018215,0.00016238687,0.00036783933,0.00022003477,0.00043717437,0.00021231227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054402368,0.000008736753,0.0001128125,0.000025369227,0.0000036758684,0.00002541308,0.00002183363,0.000030440458,0.9992797,0.000009672023,0.0000072873454,0.00042070154],"study_design_scores_gemma":[0.000002206705,0.00016441855,0.0012445188,0.0000035722937,0.0000060173993,0.000034247758,0.000017076154,0.00010699735,0.998016,0.000005664631,0.00039653806,0.0000026052967],"about_ca_topic_score_codex":0.0005027039,"about_ca_topic_score_gemma":0.00075804454,"teacher_disagreement_score":0.00076441834,"about_ca_system_score_codex":0.0001540828,"about_ca_system_score_gemma":0.00014135432,"threshold_uncertainty_score":0.0025572777},"labels":[],"label_agreement":null},{"id":"W4401314947","doi":"10.1016/j.geotexmem.2024.07.003","title":"Creep rupture behaviour of elastomeric bituminous geomembrane seams","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geotechnical engineering; Creep; Asphalt; Forensic engineering; Geotextile; Elastomer; Geology; Materials science; Engineering; Composite material","score_opus":0.004183569567562688,"score_gpt":0.20592960289869344,"score_spread":0.20174603333113075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401314947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993063,0.000056705456,0.00025367326,0.0000068778863,0.0000025018714,0.0000019899499,0.000035015506,0.000007949762,0.0003290408],"genre_scores_gemma":[0.9992531,0.000027378434,0.00009939011,0.0000051623456,8.0388986e-7,0.0000017198622,0.000038744885,0.0000018873054,0.00057182],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998443,0.000016011623,0.000014690121,0.000022803335,0.00005741901,0.00004468203],"domain_scores_gemma":[0.999668,0.00005386779,0.00010062081,0.000052943407,0.0000853339,0.00003930872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002454062,0.00015378762,0.00019733058,0.00041012382,0.00029732508,0.00026044852,0.00025942252,0.0006283895,0.002452201],"category_scores_gemma":[0.0006036078,0.00009309221,0.00017727341,0.00033136294,0.00030936836,0.0003991309,0.00026566736,0.0002368323,0.00028139455],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012815755,0.00011431368,0.010590766,0.000099856516,0.000023175691,0.0008417302,0.0005588514,0.012508865,0.9594138,0.00050356623,0.000246534,0.01381696],"study_design_scores_gemma":[0.000029790659,0.0023006643,0.10181251,0.000058805876,0.000037628688,0.000687217,0.0013956863,0.047246043,0.84259653,0.00034587507,0.0034370734,0.00005212233],"about_ca_topic_score_codex":0.00061948487,"about_ca_topic_score_gemma":0.000544474,"teacher_disagreement_score":0.002452201,"about_ca_system_score_codex":0.00019063495,"about_ca_system_score_gemma":0.00010670416,"threshold_uncertainty_score":0.008203387},"labels":[],"label_agreement":null},{"id":"W4401586896","doi":"10.1007/s10706-024-02903-4","title":"The Effect of Aging on Hydrocarbon-Contaminated Soils with Different Clay Content","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Soil water; Compaction; Cohesion (chemistry); Geotechnical engineering; Contamination; Hydrocarbon; Clay minerals; Pollution; Environmental science; Soil contamination; Soil science; Environmental chemistry; Geology; Chemistry; Mineralogy","score_opus":0.006398825239522057,"score_gpt":0.18717367302068236,"score_spread":0.1807748477811603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401586896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99921227,0.00018851653,0.0001625917,0.0000079935935,0.000016001348,0.0000064001397,0.00012884506,0.0000058434266,0.00027144517],"genre_scores_gemma":[0.9986827,0.00017992132,0.00028638815,0.000022053579,0.00000865484,0.000005512495,0.00017753289,0.000007690876,0.00062953145],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965143,0.00008248047,0.00004467797,0.000055780187,0.00006349118,0.00010212017],"domain_scores_gemma":[0.9987839,0.00032880856,0.00021982558,0.00008247769,0.00045726102,0.00012781803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004930729,0.00040113594,0.00034348562,0.0003494744,0.00026596288,0.00031577298,0.00019717825,0.0004020791,0.0011931333],"category_scores_gemma":[0.0011062857,0.00016539094,0.00037520583,0.0002913831,0.00031046307,0.00038949543,0.00019574972,0.00025016125,0.00015780781],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007134198,0.00023387828,0.015166143,0.00017868157,0.00010640076,0.00023056084,0.0002573753,0.0012085012,0.96751964,0.000119711534,0.000107648404,0.0077371523],"study_design_scores_gemma":[0.000038841874,0.004277566,0.042968493,0.000015025217,0.00016272951,0.00015330676,0.00026443021,0.0017258833,0.94926816,0.00008265288,0.0010185183,0.000024306599],"about_ca_topic_score_codex":0.0028599547,"about_ca_topic_score_gemma":0.0029386643,"teacher_disagreement_score":0.0028599547,"about_ca_system_score_codex":0.00024241583,"about_ca_system_score_gemma":0.00031499844,"threshold_uncertainty_score":0.005686581},"labels":[],"label_agreement":null},{"id":"W4401628887","doi":"10.22215/etd/2024-16090","title":"Analysis and Modelling of Settlement and Temperature Data from an Operational Landfill in Ste. Sophie, Québec, Canada","year":2024,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Settlement (finance); Municipal solid waste; Multiphysics; Environmental science; Geotechnical engineering; Pore water pressure; Biodegradation; Heat transfer; Waste management; Creep; Environmental engineering; Engineering; Materials science; Chemistry; Structural engineering","score_opus":0.017659929483837832,"score_gpt":0.24918930920341592,"score_spread":0.2315293797195781,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401628887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9884316,0.000093634844,0.002903566,0.00009885294,0.000011475877,0.00007526506,0.0048529888,0.00027576747,0.0032569934],"genre_scores_gemma":[0.9925392,0.00006826553,0.00218344,0.000016174872,0.0000020184345,0.000047253743,0.0033033388,0.000027864584,0.0018123914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997377,0.00001443991,0.0000119249125,0.000066306624,0.00009115936,0.00007852644],"domain_scores_gemma":[0.99962234,0.000058325128,0.00002632683,0.000020462567,0.00023811146,0.000034449553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003629776,0.00081540056,0.000519864,0.0008059082,0.0011873358,0.0008379467,0.0009185349,0.00062750705,0.0016064775],"category_scores_gemma":[0.00059130584,0.00034120213,0.0006438301,0.0016739076,0.0004515133,0.0002904016,0.00031580852,0.00045673194,0.00040815538],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043943553,0.00049754075,0.17969228,0.00024055528,0.00011725283,0.00084735,0.00063097384,0.7479697,0.020510282,0.00057405856,0.005800992,0.04267964],"study_design_scores_gemma":[0.000043895107,0.00007016044,0.17065215,0.000021855869,0.000025167135,0.000036278674,0.0006761596,0.82299656,0.0033175675,0.00008471256,0.0020154428,0.000060101494],"about_ca_topic_score_codex":0.96286213,"about_ca_topic_score_gemma":0.9691682,"teacher_disagreement_score":0.037137866,"about_ca_system_score_codex":0.00835212,"about_ca_system_score_gemma":0.0063221306,"threshold_uncertainty_score":0.07471311},"labels":[],"label_agreement":null},{"id":"W4401748831","doi":"10.1177/0734242x241270938","title":"A comprehensive study of temperature data during the filling and post-closure phases at a landfill in Québec, Canada: Application of a thermal–mechanical–biological model","year":2024,"lang":"en","type":"article","venue":"Waste Management & Research The Journal for a Sustainable Circular Economy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Closure (psychology); Environmental science; Thermal; Thermodynamics; Physics; Political science","score_opus":0.03719462381460045,"score_gpt":0.29389729051721164,"score_spread":0.2567026667026112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401748831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949544,0.000060986327,0.0008733947,0.000046738394,0.000004308702,0.000049668233,0.0026433237,0.00007894559,0.0012881682],"genre_scores_gemma":[0.9961909,0.00005054326,0.00096079864,0.000013895408,0.0000011424345,0.000029529401,0.0019164265,0.000012735805,0.00082397717],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997818,0.00001804306,0.000008249158,0.00006548997,0.00006349358,0.000062959174],"domain_scores_gemma":[0.99961334,0.00005336275,0.000034748584,0.00002554451,0.00022654622,0.00004641731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003770668,0.00065103086,0.0004803689,0.0004814214,0.0012770212,0.0007359886,0.0011962776,0.0006845536,0.0010442486],"category_scores_gemma":[0.00043196266,0.00026546078,0.00050522824,0.0014404621,0.00041402376,0.00028964042,0.0002908566,0.0004368211,0.0002565513],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008276255,0.0008550037,0.51872087,0.00032498894,0.00019726384,0.00094350515,0.0012709715,0.38229075,0.033870168,0.00060482154,0.004901464,0.055192538],"study_design_scores_gemma":[0.0000633381,0.00023991679,0.61758757,0.000034819528,0.00006156574,0.000061570034,0.0015287659,0.37117252,0.0059919287,0.000084633764,0.0030604054,0.000112987866],"about_ca_topic_score_codex":0.9832066,"about_ca_topic_score_gemma":0.9858511,"teacher_disagreement_score":0.01679337,"about_ca_system_score_codex":0.014017802,"about_ca_system_score_gemma":0.009029372,"threshold_uncertainty_score":0.1017068},"labels":[],"label_agreement":null},{"id":"W4401810524","doi":"10.1680/jgein.24.00070","title":"Complementary use of analytical equations and numerical models for composite liner designs","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Monte Carlo method; Geomembrane; Composite number; Limiting; Leakage (economics); Flexibility (engineering); Finite element method; Geosynthetics; Range (aeronautics); Computer science; Structural engineering; Applied mathematics; Engineering; Mathematics; Materials science; Mechanical engineering; Geotechnical engineering; Algorithm; Composite material; Statistics","score_opus":0.09576014982123801,"score_gpt":0.31642793862220525,"score_spread":0.22066778880096724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401810524","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0040423013,0.00025792347,0.98750967,0.00010503937,0.00006476486,0.00004630368,0.00004483851,0.00021715337,0.0077120606],"genre_scores_gemma":[0.20085765,0.0016851671,0.78565603,0.00013759699,0.00007476019,0.00047341886,0.00017176151,0.00022429843,0.010719243],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900776,0.00023676509,0.00006395935,0.00009793057,0.000559453,0.00003418313],"domain_scores_gemma":[0.9984451,0.000665273,0.0002260897,0.00025329442,0.00039112382,0.000019134943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010970483,0.0008209101,0.0006414228,0.001157332,0.00042337208,0.001199321,0.0011724829,0.0010429239,0.0027714663],"category_scores_gemma":[0.0035125015,0.00048081603,0.000864794,0.000847355,0.0007850695,0.0011947738,0.0006851158,0.0010473012,0.0009547376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030854553,0.000101017395,0.0008457333,0.0003508986,0.00002645056,0.00022493744,0.00028445633,0.712969,0.020827929,0.17139141,0.0019354746,0.09101183],"study_design_scores_gemma":[0.0000071691156,0.00004251307,0.00017458075,0.00005393554,0.0000132769,0.00017125026,0.000040060626,0.96639395,0.0061213607,0.01132778,0.0156313,0.000022734177],"about_ca_topic_score_codex":0.0023033372,"about_ca_topic_score_gemma":0.002518779,"teacher_disagreement_score":0.0027714663,"about_ca_system_score_codex":0.0009166779,"about_ca_system_score_gemma":0.0010959895,"threshold_uncertainty_score":0.0092715025},"labels":[],"label_agreement":null},{"id":"W4402650859","doi":"10.1051/e3sconf/202456926001","title":"Evaluation of the performance of bituminous geomembranes (BGMs) as vapour barriers","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; Queen's University","funders":"","keywords":"Geomembrane; Asphalt; Environmental science; Forensic engineering; Materials science; Engineering; Composite material","score_opus":0.019617301287639517,"score_gpt":0.25705511047981344,"score_spread":0.23743780919217392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402650859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856585,0.00016301517,0.0008890647,0.000019577003,0.0000049853147,0.000009043767,0.00007886929,0.000014204335,0.00025542345],"genre_scores_gemma":[0.99800104,0.0002919083,0.0012737652,0.000004740413,8.715923e-7,0.000009037367,0.00006058425,0.000004724671,0.00035338433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996563,0.000099012075,0.000023563924,0.000051916108,0.00010428211,0.00006492571],"domain_scores_gemma":[0.99951744,0.00019961492,0.00009057977,0.00004278763,0.000118106414,0.000031523727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047126063,0.00047713285,0.0005420393,0.00035827525,0.0002611485,0.0006768581,0.0004628482,0.0006782693,0.0006160802],"category_scores_gemma":[0.0008844778,0.00016397284,0.00045957067,0.0003964754,0.00023566913,0.0005305042,0.00037400148,0.00031686286,0.00016530203],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096589,0.00043376104,0.0144069,0.0004821109,0.00007694826,0.00024251285,0.00013093009,0.15052745,0.81725925,0.0004573299,0.00018551083,0.014831415],"study_design_scores_gemma":[0.000036760604,0.00560084,0.014629453,0.00003213253,0.00012661242,0.00013434638,0.00035718415,0.19643018,0.7808747,0.00017852863,0.0015487341,0.000050408347],"about_ca_topic_score_codex":0.004666236,"about_ca_topic_score_gemma":0.0034087787,"teacher_disagreement_score":0.004666236,"about_ca_system_score_codex":0.00045536668,"about_ca_system_score_gemma":0.00031573809,"threshold_uncertainty_score":0.009278178},"labels":[],"label_agreement":null},{"id":"W4402650979","doi":"10.1051/e3sconf/202456908002","title":"Experience in locating leaks in geomembrane-lined ponds","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Geology; Environmental science; Marine engineering; Engineering; Geotechnical engineering","score_opus":0.026596198525734274,"score_gpt":0.283752427214402,"score_spread":0.2571562286886678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402650979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996433,0.00008622289,0.0026340445,0.00003852994,0.0000048304864,0.000039384788,0.000028243248,0.000027852058,0.0007078791],"genre_scores_gemma":[0.98953235,0.00023727118,0.008011351,0.000043791373,0.0000058535516,0.000024502076,0.00009689521,0.000014637055,0.0020334392],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9963201,0.001381689,0.0002827383,0.00072626286,0.0009273726,0.00036179216],"domain_scores_gemma":[0.99137664,0.0034005262,0.0018549801,0.00074962125,0.0020643063,0.0005539651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003918825,0.00044375475,0.00045106074,0.0011960947,0.0011643359,0.0008446472,0.0010201028,0.0008741032,0.0013465758],"category_scores_gemma":[0.010454209,0.00036044314,0.0004360194,0.0011819127,0.0012828825,0.0013962553,0.0020045913,0.00046898006,0.0004869022],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006551585,0.0010418895,0.6611856,0.0006507011,0.00007985922,0.0051489696,0.076736435,0.0043239905,0.03961531,0.0002222848,0.00066881574,0.20967104],"study_design_scores_gemma":[0.000042569027,0.009338733,0.8108006,0.00035940798,0.00016907156,0.007868932,0.099675395,0.0072758254,0.04118107,0.00036253856,0.02267813,0.0002476345],"about_ca_topic_score_codex":0.0042846464,"about_ca_topic_score_gemma":0.014396266,"teacher_disagreement_score":0.0042846464,"about_ca_system_score_codex":0.00084471644,"about_ca_system_score_gemma":0.00093549234,"threshold_uncertainty_score":0.020725012},"labels":[],"label_agreement":null},{"id":"W4402651173","doi":"10.1051/e3sconf/202456914002","title":"Using viscosity as an index for polymer loading of bentonite-polymer composite geosynthetic clay liners","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Bentonite; Composite number; Viscosity; Geosynthetic clay liner; Polymer; Geotechnical engineering; Materials science; Composite material; Geology; Hydraulic conductivity; Soil science; Soil water","score_opus":0.031336983415076264,"score_gpt":0.3016891080033724,"score_spread":0.27035212458829616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9495792,0.0014126649,0.0471579,0.00005749017,0.000041565057,0.00011461168,0.00028552362,0.0002591474,0.001091979],"genre_scores_gemma":[0.9485725,0.0008798863,0.047950957,0.000046085734,0.000014181637,0.00012067907,0.00047465722,0.000063075946,0.0018780434],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899477,0.00012776616,0.0001071914,0.00020020336,0.0005118289,0.000058237612],"domain_scores_gemma":[0.9983456,0.00043431958,0.0006915943,0.000058993734,0.0003905878,0.00007892622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007844701,0.00066712056,0.00030920914,0.0012415667,0.00015713136,0.0007176703,0.00030586202,0.00053054973,0.00040686407],"category_scores_gemma":[0.0017177109,0.00034896418,0.00032541755,0.00054908206,0.0002753568,0.00053784996,0.00037482922,0.00063555944,0.00016368821],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050305734,0.000023920178,0.001730574,0.00003789321,0.000012671398,0.000017462946,0.00003714739,0.00019669288,0.9949326,0.000023580678,0.00000989793,0.0029272644],"study_design_scores_gemma":[0.0000047236567,0.00026857405,0.008716522,0.00001231931,0.000033687105,0.000053645446,0.000027648222,0.0031414768,0.98731786,0.000019352532,0.00038833995,0.000015899905],"about_ca_topic_score_codex":0.00072281505,"about_ca_topic_score_gemma":0.001388284,"teacher_disagreement_score":0.0012415667,"about_ca_system_score_codex":0.0004096231,"about_ca_system_score_gemma":0.00017045603,"threshold_uncertainty_score":0.0041487217},"labels":[],"label_agreement":null},{"id":"W4402651179","doi":"10.1051/e3sconf/202456906002","title":"Influence of temperature and stress in the transmissivity of GCD used in landfills","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Stress (linguistics); Environmental science; Philosophy","score_opus":0.009916061712040836,"score_gpt":0.2395169361673623,"score_spread":0.22960087445532146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945873,0.00010136952,0.0001949502,0.0000065304653,0.0000037055604,0.0000026469065,0.000046050718,0.000006424029,0.0001795248],"genre_scores_gemma":[0.9994153,0.00006558026,0.00019502263,0.000005870265,0.0000017126149,0.0000037690813,0.000052693205,0.0000045352676,0.0002557212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996124,0.000071937866,0.000031950407,0.00007559817,0.0001297767,0.00007836944],"domain_scores_gemma":[0.9994779,0.00013455036,0.00012678035,0.000046398985,0.00015282116,0.000061519095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030016244,0.00033633228,0.0002919398,0.00020803914,0.00022559607,0.00045143886,0.00015887055,0.00025838183,0.0009364273],"category_scores_gemma":[0.0005459631,0.00016364202,0.00030826664,0.00030275222,0.0003344166,0.0002549002,0.00022242736,0.00022729939,0.00016821848],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001309517,0.00010291596,0.022343624,0.0000955917,0.000040304087,0.00022815143,0.00025453905,0.0021824911,0.9669667,0.00006053511,0.00006877074,0.006346809],"study_design_scores_gemma":[0.000008581279,0.0020635552,0.05629531,0.000010721782,0.00004572435,0.00017522703,0.00044466075,0.0011988751,0.9389405,0.000039925937,0.0007602462,0.00001655873],"about_ca_topic_score_codex":0.0010495576,"about_ca_topic_score_gemma":0.0019252358,"teacher_disagreement_score":0.0010495576,"about_ca_system_score_codex":0.0002883361,"about_ca_system_score_gemma":0.00019302683,"threshold_uncertainty_score":0.0031326413},"labels":[],"label_agreement":null},{"id":"W4402651331","doi":"10.1051/e3sconf/202456922003","title":"Bituminous geomembranes in mining applications in the Americas","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Weetabix (Canada)","funders":"","keywords":"Geomembrane; Asphalt; Environmental science; Mining engineering; Geology; Geography; Archaeology; Geotechnical engineering","score_opus":0.021146358834846123,"score_gpt":0.27006264991550133,"score_spread":0.24891629108065522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6002191,0.21858133,0.010636533,0.00874894,0.0004983434,0.00008823792,0.000419893,0.00030801524,0.16049966],"genre_scores_gemma":[0.83434546,0.10130594,0.014148616,0.000982471,0.00012147563,0.00003334513,0.00029147905,0.00010252009,0.048668675],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9997774,0.00003951596,0.000016559885,0.000039397317,0.00008001841,0.00004722424],"domain_scores_gemma":[0.99968624,0.000042227766,0.00006032792,0.000018621202,0.00014091005,0.000051784446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005392269,0.00032670228,0.00016433583,0.0010393155,0.00070934114,0.0007235628,0.00023623196,0.0005917842,0.005287866],"category_scores_gemma":[0.0003258105,0.00012865553,0.00016947473,0.0019736437,0.00036251126,0.0008925403,0.000787356,0.000354883,0.00095932273],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027626153,0.00020731485,0.01783039,0.001327446,0.000030411804,0.0015974137,0.0014739829,0.0010585553,0.2595622,0.027479434,0.010470252,0.6786863],"study_design_scores_gemma":[0.000017554888,0.00048143306,0.066640615,0.0005555028,0.000041751882,0.0044326046,0.003255803,0.0007395125,0.061129734,0.0038205192,0.8588496,0.000035484583],"about_ca_topic_score_codex":0.005101435,"about_ca_topic_score_gemma":0.014273995,"teacher_disagreement_score":0.005287866,"about_ca_system_score_codex":0.0007070242,"about_ca_system_score_gemma":0.00093141367,"threshold_uncertainty_score":0.017689645},"labels":[],"label_agreement":null},{"id":"W4402651365","doi":"10.1051/e3sconf/202456919006","title":"Approach to tailings facility liner configuration selection: A case study","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Klohn Crippen Berger (Canada)","funders":"","keywords":"Tailings; Selection (genetic algorithm); Environmental science; Mining engineering; Waste management; Geology; Computer science; Engineering; Metallurgy; Materials science; Artificial intelligence","score_opus":0.030904688545817398,"score_gpt":0.27342285513969006,"score_spread":0.24251816659387265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9284088,0.0001775882,0.04994614,0.0007273246,0.000028602899,0.0013773319,0.0005408601,0.00034573473,0.018447664],"genre_scores_gemma":[0.92801,0.00019408605,0.064281866,0.00008743356,0.00001122585,0.00026680346,0.00023002923,0.000050579507,0.006867941],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99720913,0.0012777835,0.00014423436,0.00027030692,0.00074355287,0.00035503603],"domain_scores_gemma":[0.9967829,0.0015898243,0.0003596395,0.0003327248,0.0006749549,0.00025988685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002462863,0.00067096954,0.00035603787,0.0010950122,0.0016637002,0.0016591193,0.0017236384,0.0022097277,0.0036740361],"category_scores_gemma":[0.0038816012,0.0004196945,0.0007041634,0.0010576532,0.0008467299,0.0012930564,0.0010632332,0.00073230406,0.0006055837],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020221143,0.0050386493,0.10772668,0.0015679188,0.00020638836,0.025885284,0.006456606,0.43357742,0.081912816,0.016084524,0.009781291,0.30974022],"study_design_scores_gemma":[0.0006442817,0.013180223,0.07390447,0.0005617703,0.00033902566,0.011089805,0.05205712,0.5801628,0.15649879,0.010631178,0.10029931,0.00063117157],"about_ca_topic_score_codex":0.009044201,"about_ca_topic_score_gemma":0.02209572,"teacher_disagreement_score":0.009044201,"about_ca_system_score_codex":0.0024815577,"about_ca_system_score_gemma":0.0018461857,"threshold_uncertainty_score":0.018005073},"labels":[],"label_agreement":null},{"id":"W4402651417","doi":"10.1051/e3sconf/202456919004","title":"Integration of geosynthetics in reclaiming an oil sands tailings pond","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Suncor Energy (Canada); Wave Control Systems (Canada); Workers Compensation Board of Alberta","funders":"","keywords":"Tailings; Geosynthetics; Oil sands; Geology; Mining engineering; Environmental science; Geotechnical engineering; Archaeology; Geography; Asphalt; Metallurgy; Materials science","score_opus":0.02324654038721862,"score_gpt":0.26825668193897656,"score_spread":0.24501014155175793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833968,0.00007347698,0.0062900838,0.000039976752,0.000025505118,0.0001177396,0.00016902694,0.00044278792,0.009444471],"genre_scores_gemma":[0.98497635,0.000072984265,0.008828474,0.00001724576,0.0000044770186,0.00002792821,0.000191981,0.000056313544,0.00582434],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996625,0.000027066137,0.000014812361,0.000038088936,0.00018819937,0.00006942689],"domain_scores_gemma":[0.99978846,0.000024171673,0.000028251414,0.000035408222,0.00007496857,0.000048717287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002639518,0.00033379643,0.00021162895,0.0005018698,0.00039686754,0.00046931885,0.00035310772,0.0003081118,0.0023747277],"category_scores_gemma":[0.00037912352,0.00017155861,0.00025605917,0.00037936957,0.00027710924,0.0003716587,0.0006329034,0.00029743707,0.0005988431],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014942067,0.00071222393,0.039384443,0.0005658541,0.000044997672,0.003255674,0.000887569,0.04029499,0.69565815,0.0021614225,0.0027007116,0.2128397],"study_design_scores_gemma":[0.00010913333,0.0049973363,0.11132556,0.00010345768,0.0001092188,0.0015287503,0.0014246497,0.029105289,0.7869446,0.0007894137,0.06348546,0.00007709637],"about_ca_topic_score_codex":0.0033208714,"about_ca_topic_score_gemma":0.014817567,"teacher_disagreement_score":0.0033208714,"about_ca_system_score_codex":0.00054586504,"about_ca_system_score_gemma":0.0006910178,"threshold_uncertainty_score":0.007944286},"labels":[],"label_agreement":null},{"id":"W4402651640","doi":"10.1051/e3sconf/202456904004","title":"Case study on a contaminated soil landfill in Canada with a focus on geosynthetic materials and electrical leak location","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Alpha Technologies (Canada)","funders":"","keywords":"Leak; Contamination; Geotechnical engineering; Focus (optics); Environmental science; Waste management; Mining engineering; Geology; Engineering; Environmental engineering","score_opus":0.01191107363889553,"score_gpt":0.21859997648862176,"score_spread":0.2066889028497262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9868896,0.00019958465,0.0030532114,0.00031164172,0.00001306062,0.00028224598,0.00085567054,0.000090222675,0.008304753],"genre_scores_gemma":[0.9848022,0.00028765708,0.0037417852,0.000069546804,0.0000029965968,0.00004488947,0.0003651485,0.000017264627,0.010668456],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9991186,0.000108483684,0.00002564686,0.000086785374,0.00037806906,0.00028251245],"domain_scores_gemma":[0.9994754,0.00009509087,0.00004167593,0.000031488897,0.00024327527,0.00011308377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004896865,0.0007127241,0.00044318908,0.0010219305,0.0035873775,0.0012267932,0.0012446109,0.0015728576,0.0027567018],"category_scores_gemma":[0.0006028245,0.00024381913,0.00048513734,0.0020431506,0.001293442,0.0005149618,0.0008890722,0.0005266053,0.00035962518],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003224663,0.0030873322,0.33045894,0.0017680026,0.0002581097,0.16625306,0.01586205,0.24677466,0.088718675,0.01221808,0.014873572,0.11650289],"study_design_scores_gemma":[0.0005333794,0.0031710437,0.3772844,0.0005487319,0.00059576443,0.017974349,0.17270006,0.19415885,0.115535244,0.0054077203,0.111573674,0.00051682605],"about_ca_topic_score_codex":0.79977006,"about_ca_topic_score_gemma":0.9002451,"teacher_disagreement_score":0.20022994,"about_ca_system_score_codex":0.011454097,"about_ca_system_score_gemma":0.013075442,"threshold_uncertainty_score":0.40281826},"labels":[],"label_agreement":null},{"id":"W4402651668","doi":"10.1051/e3sconf/202456911005","title":"Effect of a PFAS solution on short-term behaviour of a LLDPE and an HPDE geomembrane","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Linear low-density polyethylene; Term (time); Chemistry; Geotechnical engineering; Geology; Polyethylene; Organic chemistry","score_opus":0.01475050837390327,"score_gpt":0.2809052972417154,"score_spread":0.26615478886781213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985813,0.00043222425,0.00050573103,0.000025241223,0.000017729211,0.000009778421,0.00013143625,0.000016178077,0.00028032137],"genre_scores_gemma":[0.9971251,0.00040756457,0.0012059535,0.000023068973,0.000007807762,0.000017822138,0.00014822614,0.0000071041413,0.0010573089],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997615,0.000042205178,0.00002534051,0.000053455016,0.00006463063,0.000052788884],"domain_scores_gemma":[0.9996873,0.000090594556,0.000073237155,0.000021550994,0.00009350957,0.000033726363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002981841,0.00036826407,0.00034173866,0.00014928392,0.00018271785,0.00029948726,0.0001718194,0.00040029155,0.00095114723],"category_scores_gemma":[0.00047769834,0.00014360342,0.00029241169,0.00020857483,0.00020708347,0.00029268223,0.00018044509,0.00039194763,0.000192512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032112448,0.000031818505,0.00038131024,0.000051551015,0.000011859152,0.00004592714,0.00005545796,0.00020822167,0.99753165,0.000014953992,0.000020116999,0.0013260575],"study_design_scores_gemma":[0.000004419653,0.0006616431,0.0025411057,0.000006598315,0.000015879788,0.00003401103,0.00006577333,0.0004892612,0.9957722,0.00000807068,0.00039439212,0.000006720573],"about_ca_topic_score_codex":0.0013167509,"about_ca_topic_score_gemma":0.0014540462,"teacher_disagreement_score":0.0013167509,"about_ca_system_score_codex":0.00023367997,"about_ca_system_score_gemma":0.00017969479,"threshold_uncertainty_score":0.0031818748},"labels":[],"label_agreement":null},{"id":"W4402651927","doi":"10.1051/e3sconf/202456904005","title":"Impact of differential settlement on leakage through geomembranes in waste covers: A field and numerical investigation","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Leakage (economics); Settlement (finance); Environmental science; Waste management; Differential (mechanical device); Geotechnical engineering; Environmental engineering; Geology; Engineering; Computer science","score_opus":0.017885874611833462,"score_gpt":0.27143024242219677,"score_spread":0.2535443678103633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925965,0.000014926477,0.000408483,0.000009210329,0.0000016390688,0.0000049812293,0.000034425433,0.00001213794,0.00025454737],"genre_scores_gemma":[0.99966156,0.000012253604,0.00022452112,0.0000015864262,5.1165773e-7,0.0000025710337,0.000016797847,9.541391e-7,0.00007920313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980575,0.000032910775,0.000016426748,0.000037978676,0.000047481997,0.000059510345],"domain_scores_gemma":[0.9995896,0.00019345878,0.00007897764,0.000045895747,0.00005793677,0.000034113327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032458993,0.00021277818,0.00036588308,0.00046914103,0.00036637083,0.000527396,0.00028883244,0.0005766621,0.00058190915],"category_scores_gemma":[0.00068020646,0.00015056223,0.0004008248,0.00035725714,0.00072137784,0.0005444667,0.00043961828,0.00022903102,0.000079345016],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013520938,0.0008921908,0.20615114,0.00026004997,0.00007875602,0.0025674838,0.0004909121,0.48926488,0.26898265,0.00095479644,0.00037526706,0.028629707],"study_design_scores_gemma":[0.00013167823,0.0024714535,0.18133527,0.000035797315,0.00007842107,0.00054958777,0.0013922038,0.72702163,0.08535663,0.0006497207,0.0009041938,0.000073515235],"about_ca_topic_score_codex":0.0031604548,"about_ca_topic_score_gemma":0.0036561154,"teacher_disagreement_score":0.0031604548,"about_ca_system_score_codex":0.0004967064,"about_ca_system_score_gemma":0.00032628208,"threshold_uncertainty_score":0.0062841177},"labels":[],"label_agreement":null},{"id":"W4402905440","doi":"10.1139/cgj-2024-0014","title":"Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; Natural Science Foundation of Gansu Province; National Natural Science Foundation of China","keywords":"Hydraulic conductivity; Radioactive waste; Bentonite; Groundwater; Geotechnical engineering; Environmental science; Waste management; Geology; Mining engineering; Environmental engineering; Soil science; Engineering; Soil water","score_opus":0.00770042929382899,"score_gpt":0.1968878516657015,"score_spread":0.1891874223718725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402905440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99895346,0.00010635191,0.00048063754,0.000010369273,0.000003447245,0.000006160723,0.00015498881,0.0000121002695,0.00027248324],"genre_scores_gemma":[0.99839157,0.0001442555,0.000679057,0.000009837994,0.0000014340437,0.000009601211,0.00016708083,0.000006104065,0.00059101026],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998338,0.00001765424,0.000014037385,0.00003478068,0.00006165938,0.000037979382],"domain_scores_gemma":[0.99984,0.00004436462,0.000033213146,0.000007645825,0.000054093758,0.000020543328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020166051,0.00027382243,0.00026528418,0.00018837326,0.00020843386,0.0002853835,0.00021304999,0.00024095374,0.0007283437],"category_scores_gemma":[0.00030146618,0.00015044484,0.00019943682,0.00024898077,0.0002759029,0.00029276067,0.00016351833,0.00029053428,0.00009692704],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013950642,0.000012929154,0.0010582061,0.00005537525,0.0000056631616,0.000031062078,0.0000606554,0.0005325343,0.99694675,0.000033472377,0.000021542806,0.0011022575],"study_design_scores_gemma":[0.000011034951,0.00044212374,0.014082894,0.000007857451,0.000024603092,0.000058790272,0.00021618772,0.003605286,0.9808333,0.000034083852,0.0006659333,0.000018011013],"about_ca_topic_score_codex":0.015604913,"about_ca_topic_score_gemma":0.01888232,"teacher_disagreement_score":0.015604913,"about_ca_system_score_codex":0.00055789924,"about_ca_system_score_gemma":0.0003238237,"threshold_uncertainty_score":0.031028152},"labels":[],"label_agreement":null},{"id":"W4403035216","doi":"10.1016/j.wasman.2024.09.024","title":"A comparative study of selected models simulating the settlement of municipal solid waste (MSW) with a focus on landfills in northern climates","year":2024,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Municipal solid waste; Settlement (finance); Waste management; Environmental science; Urban waste; Environmental engineering; Engineering","score_opus":0.022433786109034706,"score_gpt":0.2698883118363517,"score_spread":0.247454525727317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403035216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916243,0.0001276261,0.00310478,0.00009016363,0.000022651133,0.00008412675,0.00044102097,0.00025278074,0.0042524743],"genre_scores_gemma":[0.9957599,0.00010306334,0.0026295115,0.000019323907,0.0000058860555,0.00006192974,0.00046163605,0.000038798356,0.0009197787],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996551,0.00010571327,0.000029594528,0.00005954543,0.00006625627,0.00008378565],"domain_scores_gemma":[0.998367,0.00088386267,0.00012259783,0.0000863055,0.00041099396,0.00012933744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011803539,0.0014868412,0.0014832069,0.00091036735,0.000878735,0.0014202482,0.0014952559,0.001699015,0.0017147533],"category_scores_gemma":[0.0016900396,0.0004921652,0.0014520827,0.0008205274,0.00048502613,0.00057974213,0.0005346488,0.00070246786,0.00023030023],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018689349,0.00019565546,0.009954449,0.000053817213,0.00003918696,0.000084193474,0.00007775589,0.98496866,0.0010660912,0.0003117532,0.00017989114,0.0028815982],"study_design_scores_gemma":[0.000026551474,0.00013710732,0.0023912936,0.000009170633,0.00002073718,0.0000111043955,0.000123796,0.9963174,0.0006456594,0.00008525139,0.00022101839,0.000010891113],"about_ca_topic_score_codex":0.12392446,"about_ca_topic_score_gemma":0.08479467,"teacher_disagreement_score":0.12392446,"about_ca_system_score_codex":0.0029094825,"about_ca_system_score_gemma":0.0018123104,"threshold_uncertainty_score":0.24640626},"labels":[],"label_agreement":null},{"id":"W4403066495","doi":"10.1016/j.geotexmem.2024.09.012","title":"A 9-year study of the degradation of a HDPE geomembrane liner used in different high pH mining applications","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Canada Foundation for Innovation; Terrafix Geosynthetics","keywords":"Geomembrane; High-density polyethylene; Degradation (telecommunications); Geotextile; Geotechnical engineering; Geosynthetics; Environmental science; Waste management; Materials science; Polyethylene; Engineering; Composite material","score_opus":0.008566925505667547,"score_gpt":0.21875280901063174,"score_spread":0.2101858835049642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403066495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989969,0.0001753864,0.0003326945,0.0000109508355,0.0000047237554,0.000014654396,0.00019958956,0.00000618878,0.00025882784],"genre_scores_gemma":[0.99713194,0.00027799697,0.000783558,0.000017976354,0.0000040217187,0.000015957894,0.00030539857,0.0000037423815,0.0014593655],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998604,0.000014606288,0.000011995113,0.00003893933,0.000047774392,0.000026202684],"domain_scores_gemma":[0.9997768,0.00003474823,0.00006395549,0.0000149376765,0.000088877205,0.000020629785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003462358,0.00025172453,0.00045491548,0.00018510252,0.00032350217,0.00028507243,0.00019939594,0.00063227426,0.00076202146],"category_scores_gemma":[0.00025231732,0.00009627825,0.0005068963,0.00026088968,0.00014254896,0.0003405847,0.00017486651,0.0003683903,0.00021476812],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006470277,0.0003016999,0.011982738,0.00019464802,0.000042756703,0.0004030761,0.0001422159,0.0011320553,0.9753602,0.000035906167,0.000089207424,0.009668417],"study_design_scores_gemma":[0.000019939163,0.011845611,0.13017195,0.00002530846,0.00013011137,0.000568836,0.0003615635,0.0020562294,0.8515142,0.000041831983,0.003228094,0.000036320005],"about_ca_topic_score_codex":0.0014188915,"about_ca_topic_score_gemma":0.002320931,"teacher_disagreement_score":0.0014188915,"about_ca_system_score_codex":0.00024013931,"about_ca_system_score_gemma":0.00013302595,"threshold_uncertainty_score":0.0028212667},"labels":[],"label_agreement":null},{"id":"W4403146841","doi":"10.1016/j.geotexmem.2024.09.010","title":"Effect of backfilling surface settlement trough on waste cover leakage","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Trough (economics); Leakage (economics); Geotechnical engineering; Environmental science; Waste management; Cover (algebra); Mining engineering; Geology; Engineering; Mechanical engineering","score_opus":0.004890174366286543,"score_gpt":0.22569800546837454,"score_spread":0.220807831102088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403146841","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99900466,0.000046252055,0.000683003,0.0000062399686,0.0000035035512,0.00001101183,0.000022677597,0.00003554181,0.00018713907],"genre_scores_gemma":[0.9979279,0.00004432553,0.0017775501,0.000009565357,9.108332e-7,0.000008153649,0.000027830232,0.0000058599353,0.00019785367],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99973375,0.000039711966,0.000025653644,0.00003856213,0.00008465634,0.0000777731],"domain_scores_gemma":[0.9996469,0.00010237177,0.00010274569,0.000044135326,0.00006484386,0.000038989423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027487104,0.000287183,0.00050207006,0.00021450351,0.00025662812,0.0003936178,0.00040326428,0.00034774703,0.0008119472],"category_scores_gemma":[0.00053200615,0.00013468959,0.00031747794,0.00020127323,0.00029979463,0.00026904044,0.00039814645,0.00025871288,0.00011645202],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005671908,0.0002570723,0.0040195575,0.00016770788,0.000014537021,0.00015332433,0.0000842474,0.0053025186,0.97676814,0.000043801152,0.000041249565,0.012580684],"study_design_scores_gemma":[0.000049458427,0.0072227707,0.026527857,0.000016066482,0.00004653493,0.00012391979,0.0003063273,0.013102894,0.9516287,0.000057234738,0.00089540787,0.000022870512],"about_ca_topic_score_codex":0.0018504453,"about_ca_topic_score_gemma":0.003812496,"teacher_disagreement_score":0.0018504453,"about_ca_system_score_codex":0.00031993267,"about_ca_system_score_gemma":0.00033594004,"threshold_uncertainty_score":0.0036793351},"labels":[],"label_agreement":null},{"id":"W4403287367","doi":"10.1016/j.petsci.2024.10.002","title":"Mechanisms for clay-polymer interactions in the treatment of mature fine tailings: A review","year":2024,"lang":"en","type":"review","venue":"Petroleum Science","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Geology; Materials science; Mining engineering; Metallurgy","score_opus":0.03937654754454166,"score_gpt":0.34781233495249114,"score_spread":0.30843578740794947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403287367","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00020572216,0.998784,0.00013930202,0.0000843787,0.000092757466,0.000007103661,0.000021282314,0.0000071116183,0.00065834133],"genre_scores_gemma":[0.0008155559,0.9985115,0.00017027937,0.000051404837,0.000050288756,0.000007430414,0.000025226005,0.000001039871,0.00036721112],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99980253,0.000025490253,0.000033191576,0.000041126023,0.00007377172,0.000023917759],"domain_scores_gemma":[0.9996437,0.00014094947,0.00008457465,0.00000979158,0.000092129594,0.000028847446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052738795,0.001335474,0.0013506339,0.003613885,0.0003478117,0.0009879863,0.0008080286,0.0011329515,0.0039770664],"category_scores_gemma":[0.00061155384,0.00039831176,0.0007448764,0.003233225,0.00035263473,0.0013922594,0.0006211045,0.0010447562,0.0015982465],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000808838,0.00016880812,0.00027046897,0.08596015,0.000218268,0.00027804484,0.00013225185,0.0011145648,0.0064412495,0.00471431,0.019215861,0.88140506],"study_design_scores_gemma":[0.000018613773,0.00024483673,0.0014944028,0.009559061,0.00040670048,0.0011654665,0.000112591115,0.0002166954,0.00193769,0.0012606361,0.9835464,0.000036945858],"about_ca_topic_score_codex":0.0014907989,"about_ca_topic_score_gemma":0.0023852943,"teacher_disagreement_score":0.0039770664,"about_ca_system_score_codex":0.0005555787,"about_ca_system_score_gemma":0.0013790026,"threshold_uncertainty_score":0.013304591},"labels":[],"label_agreement":null},{"id":"W4403480326","doi":"10.1016/j.wasman.2024.10.007","title":"Construction, monitoring, and efficiency of a biofilter treating a high flow, lean, landfill gas","year":2024,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Université de Sherbrooke","keywords":"Biofilter; Landfill gas; Waste management; Environmental science; Petroleum engineering; Environmental engineering; Engineering; Municipal solid waste","score_opus":0.00609530097580024,"score_gpt":0.20871430944265465,"score_spread":0.2026190084668544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403480326","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989003,0.000034657365,0.0008141997,0.000010646614,0.00000181607,0.000016816057,0.00007970802,0.000031452866,0.00011043453],"genre_scores_gemma":[0.99583095,0.00012246871,0.0032681862,0.000010351126,0.0000019601805,0.000024510098,0.00014835344,0.000007294521,0.00058589684],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970067,0.000022774395,0.00001691173,0.00007164515,0.00011662174,0.00007140464],"domain_scores_gemma":[0.99980253,0.000034997698,0.000045913403,0.000015975049,0.00007382281,0.000026844209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044186282,0.00043313284,0.0002991833,0.00034408097,0.00058276416,0.0006578938,0.000522475,0.000285402,0.00030149464],"category_scores_gemma":[0.00035648193,0.00018403567,0.00034194984,0.00024185023,0.00030185474,0.00022267991,0.0002852959,0.00025700007,0.00011907614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021560576,0.00021102825,0.02192544,0.000055982066,0.000017984228,0.00009000909,0.00015288271,0.0018357896,0.9656623,0.00003978326,0.0000864379,0.009706762],"study_design_scores_gemma":[0.000023230417,0.0016404934,0.11799589,0.000008744568,0.000057403733,0.00009270931,0.00027363,0.017328558,0.8616345,0.000015434629,0.0008880708,0.00004132503],"about_ca_topic_score_codex":0.105221465,"about_ca_topic_score_gemma":0.12173342,"teacher_disagreement_score":0.105221465,"about_ca_system_score_codex":0.0019252792,"about_ca_system_score_gemma":0.0010820064,"threshold_uncertainty_score":0.20921797},"labels":[],"label_agreement":null},{"id":"W4403484890","doi":"10.3390/mining4040047","title":"Physical and Numerical Modeling of a Flow Control Layer Made with a Sludge and Slag Mixture for Use in Waste Rock Pile Reclamation","year":2024,"lang":"en","type":"article","venue":"Mining","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Land reclamation; Pile; Slag (welding); Flow (mathematics); Waste management; Layer (electronics); Environmental science; Geotechnical engineering; Geology; Materials science; Engineering; Metallurgy; Composite material; Mechanics; Ecology","score_opus":0.01728984484998761,"score_gpt":0.23404306331517014,"score_spread":0.21675321846518253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403484890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9133472,0.00043892738,0.06999626,0.00025887333,0.00007845481,0.00018885756,0.0005228273,0.0003983272,0.014770225],"genre_scores_gemma":[0.9881152,0.00019127234,0.0087781735,0.000013720993,0.000005041648,0.00010369191,0.000105272906,0.000016243424,0.0026714343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999905,0.000016658278,0.000007484403,0.000018542827,0.000030455323,0.000021756516],"domain_scores_gemma":[0.9998379,0.00006969163,0.000030512612,0.000014238008,0.000033738328,0.000013908475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002093776,0.00041791037,0.0004586234,0.00039291728,0.00045364082,0.00077547156,0.0005095911,0.0010040724,0.0012739282],"category_scores_gemma":[0.0003902702,0.00029607056,0.0005630047,0.00032803434,0.000537687,0.0004188889,0.00030396812,0.00033118075,0.00016393392],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051556588,0.00007534018,0.0015230712,0.000047660273,0.000007827024,0.00007176638,0.000041424944,0.97680044,0.017900374,0.0007795514,0.00008843982,0.0026124816],"study_design_scores_gemma":[0.000009753069,0.00004572163,0.0006056341,0.0000039151837,0.0000048121638,0.000008761006,0.0000143461075,0.99621165,0.0027261414,0.00010119747,0.00026114122,0.000006944228],"about_ca_topic_score_codex":0.011874804,"about_ca_topic_score_gemma":0.005950231,"teacher_disagreement_score":0.011874804,"about_ca_system_score_codex":0.0006777986,"about_ca_system_score_gemma":0.0007635393,"threshold_uncertainty_score":0.023611367},"labels":[],"label_agreement":null},{"id":"W4403875354","doi":"10.1007/s11440-024-02444-3","title":"Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater","year":2024,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Sodium hexametaphosphate; Bentonite; Hydraulic conductivity; Sodium; Groundwater; Geology; Geotechnical engineering; Cutoff; Mineralogy; Materials science; Soil science; Metallurgy; Soil water","score_opus":0.025357639595295058,"score_gpt":0.2452489398886408,"score_spread":0.21989130029334575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403875354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999488,0.000040164683,0.00016497682,0.000006217278,0.0000025697907,0.0000015353412,0.00007364745,0.000004609673,0.0002182112],"genre_scores_gemma":[0.9991021,0.000028620572,0.00010764847,0.0000034548673,0.0000010857804,0.0000024697179,0.000083660285,0.0000018612744,0.0006691236],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989784,0.000011230015,0.000007979344,0.00002340362,0.000027171054,0.00003238931],"domain_scores_gemma":[0.9998876,0.000024674759,0.000028986124,0.000005372444,0.000030151296,0.000023221299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009626246,0.00021052586,0.00020219806,0.00019100666,0.00025249398,0.0003327746,0.00016640474,0.00027806597,0.0007540459],"category_scores_gemma":[0.00015262158,0.00017575648,0.00018626181,0.00017807476,0.0003314574,0.00021208,0.00016381594,0.0002269741,0.000101989535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067583745,0.000028876098,0.0060388213,0.000028061573,0.000010416345,0.00011250929,0.00011178587,0.00038409233,0.9916431,0.000073002106,0.000020034364,0.00087360706],"study_design_scores_gemma":[0.00001841795,0.0007124906,0.13851072,0.000008497233,0.000049355363,0.00020231743,0.00091552286,0.0034812163,0.85535336,0.00014572377,0.00057809864,0.000024253779],"about_ca_topic_score_codex":0.007193706,"about_ca_topic_score_gemma":0.0055186013,"teacher_disagreement_score":0.007193706,"about_ca_system_score_codex":0.00031275535,"about_ca_system_score_gemma":0.00036153558,"threshold_uncertainty_score":0.014303684},"labels":[],"label_agreement":null},{"id":"W4404135920","doi":"10.2139/ssrn.5013391","title":"Diversity and Activity of High-Affinity H2 Oxidizing Bacteria is Non-Responsive to Ph Fluctuation in Soil Slurry","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Oxidizing agent; Slurry; Diversity (politics); Bacteria; Environmental chemistry; Chemistry; Environmental science; Biology; Environmental engineering; Organic chemistry; Sociology","score_opus":0.011017735515120489,"score_gpt":0.2359143772711901,"score_spread":0.2248966417560696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404135920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901986,0.00014491746,0.00024538257,0.000015623331,0.0000050533904,0.0000028459012,0.00020192862,0.0000045082775,0.00035986167],"genre_scores_gemma":[0.99911433,0.000057598358,0.00009281753,0.000018521205,0.0000045078095,0.0000045576417,0.00034662246,0.0000034182947,0.00035749024],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997079,0.00002919869,0.00001589508,0.00011101376,0.00005331408,0.000082784674],"domain_scores_gemma":[0.99977964,0.00006985459,0.000045274926,0.000013742256,0.000052352505,0.000039148712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016445339,0.00018246175,0.00038712996,0.00034428653,0.00016838152,0.00066272926,0.00019254026,0.00052720547,0.0009385429],"category_scores_gemma":[0.00041495208,0.0002557327,0.00021121367,0.00032102768,0.00024620563,0.00032352965,0.00033349966,0.00028388662,0.00033038005],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046864437,0.0000731661,0.044960164,0.00004545994,0.000034009336,0.000057059962,0.0001310606,0.0002076204,0.95048046,0.000047216436,0.000072201365,0.0034229073],"study_design_scores_gemma":[0.000021547141,0.0006911495,0.82264394,0.000010273838,0.000047831236,0.00026903136,0.00077027007,0.002804699,0.1714617,0.00023700921,0.0010223025,0.000020175563],"about_ca_topic_score_codex":0.0020957422,"about_ca_topic_score_gemma":0.0015002971,"teacher_disagreement_score":0.0020957422,"about_ca_system_score_codex":0.00018485682,"about_ca_system_score_gemma":0.00015644367,"threshold_uncertainty_score":0.0041671395},"labels":[],"label_agreement":null},{"id":"W4404547705","doi":"10.1007/s13762-024-06191-6","title":"Influence of municipal solid waste composition on the shear strength of a landfill cell","year":2024,"lang":"en","type":"article","venue":"International Journal of Environmental Science and Technology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WiLAN (Canada)","funders":"","keywords":"Municipal solid waste; Shear strength (soil); Waste management; Environmental science; Urban waste; Geotechnical engineering; Geology; Soil science; Engineering; Soil water","score_opus":0.005346073792205089,"score_gpt":0.23890603505210747,"score_spread":0.2335599612599024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404547705","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992803,0.00012261968,0.00013718616,0.000016879085,0.000008097615,0.0000041555027,0.00005172818,0.0000074605346,0.00037150568],"genre_scores_gemma":[0.99947184,0.0000865743,0.00011669316,0.000010476525,0.0000034046957,0.0000030569072,0.00005254328,0.0000046326963,0.00025085843],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996892,0.00006834928,0.000038435293,0.000036916004,0.00009931843,0.00006780821],"domain_scores_gemma":[0.9993864,0.00022908249,0.000105292704,0.00004031021,0.00014863655,0.000090141795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043549333,0.00035104298,0.00043714017,0.00029516246,0.000372767,0.0008712544,0.00019044674,0.00034527312,0.0020955857],"category_scores_gemma":[0.00079975085,0.00022292037,0.0002675142,0.00040842683,0.00027150178,0.00039968413,0.0002827753,0.00032470506,0.0003588926],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024880737,0.00012467294,0.0041036094,0.000064643136,0.000037957227,0.00012829661,0.000093667535,0.0016849749,0.9871344,0.0000936553,0.00007725784,0.003968744],"study_design_scores_gemma":[0.000013443356,0.0005764501,0.005715794,0.0000054633433,0.000035129724,0.000027185215,0.00013622391,0.0017400596,0.9914,0.000017247377,0.000324038,0.000008940213],"about_ca_topic_score_codex":0.0017223369,"about_ca_topic_score_gemma":0.0016185374,"teacher_disagreement_score":0.0020955857,"about_ca_system_score_codex":0.00030239482,"about_ca_system_score_gemma":0.00044786197,"threshold_uncertainty_score":0.0070104003},"labels":[],"label_agreement":null},{"id":"W4404749497","doi":"10.1061/joeedu.eeeng-7842","title":"Pilot-Scale Investigation of Passive Methane Oxidation System Materials Performance under Seasonal Temperature Variations","year":2024,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"","keywords":"Methane; Environmental science; Scale (ratio); Environmental engineering; Ecology; Geography; Biology","score_opus":0.006100279144117644,"score_gpt":0.18484921129475274,"score_spread":0.1787489321506351,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404749497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931514,0.000028191193,0.00041036628,0.0000054733005,0.0000034413274,0.00003908771,0.000091109694,0.0000141456985,0.000093058676],"genre_scores_gemma":[0.99714607,0.00010378401,0.00210347,0.000012878681,0.000003920624,0.00006984954,0.00019193089,0.0000095188025,0.00035861888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997812,0.000042884967,0.00002083956,0.00004797267,0.00005943062,0.00004759635],"domain_scores_gemma":[0.9996439,0.000095060925,0.00006590125,0.00003621834,0.00012765618,0.000031222127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046023988,0.0005335815,0.00043414146,0.00017932439,0.00032615737,0.0002985089,0.00038681936,0.00031587417,0.00065940846],"category_scores_gemma":[0.00048699198,0.00015938841,0.00043861804,0.00022656632,0.00023873807,0.00030371145,0.00027920454,0.0003264613,0.00015471925],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008587992,0.00045308526,0.0049600797,0.00018950769,0.000029992507,0.00009030225,0.00011008281,0.0017517231,0.9869183,0.000017213379,0.00005664724,0.004564255],"study_design_scores_gemma":[0.000049569106,0.009620218,0.02719846,0.000008885674,0.00009964736,0.00007912966,0.00030068727,0.0035293761,0.9583873,0.000020949965,0.0006837661,0.000022010321],"about_ca_topic_score_codex":0.003161281,"about_ca_topic_score_gemma":0.0042112204,"teacher_disagreement_score":0.003161281,"about_ca_system_score_codex":0.000319583,"about_ca_system_score_gemma":0.00023086634,"threshold_uncertainty_score":0.0062857866},"labels":[],"label_agreement":null},{"id":"W4404900897","doi":"10.53555/sfs.v10i3.3210","title":"Assessment Of Temporal Variations In Leachate Characteristics At An Active Landfill Site Of Delhi.","year":2023,"lang":"en","type":"article","venue":"Journal of Survey in Fisheries Sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leachate; Environmental science; New delhi; Hydrology (agriculture); Waste management; Geology; Geography; Engineering; Geotechnical engineering; Archaeology; Metropolitan area","score_opus":0.1272200877059521,"score_gpt":0.3110772583891079,"score_spread":0.18385717068315577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404900897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983493,0.000023685476,0.00017623008,0.000014623934,0.0000028514596,0.000010467993,0.00058698904,0.000015312295,0.00082041725],"genre_scores_gemma":[0.998173,0.00006134955,0.00028026075,0.000009356273,0.0000021839264,0.000011670016,0.0005880858,0.0000047073218,0.0008693719],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99988794,0.000010559454,0.000009034159,0.000034637513,0.000033650136,0.00002420333],"domain_scores_gemma":[0.9998791,0.000015988193,0.000025537563,0.000008902369,0.000053835713,0.000016557735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012287279,0.00021682297,0.00019852426,0.0007757635,0.00049669977,0.00057151366,0.00028379244,0.00032592114,0.0005450088],"category_scores_gemma":[0.00013533508,0.00012004853,0.00026948456,0.00096596475,0.0002252058,0.00021313247,0.00033243152,0.00019104691,0.00024624763],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007657086,0.00021780218,0.79512036,0.00019766709,0.000105421124,0.002135061,0.002666022,0.0015820953,0.1747131,0.0001562827,0.00059341564,0.021747073],"study_design_scores_gemma":[0.0000076033652,0.0002995067,0.9795956,0.000009115255,0.00005266178,0.00042149014,0.003145384,0.0013466052,0.013362771,0.00006018192,0.0016790841,0.000019954141],"about_ca_topic_score_codex":0.02762531,"about_ca_topic_score_gemma":0.051562503,"teacher_disagreement_score":0.02762531,"about_ca_system_score_codex":0.0005649024,"about_ca_system_score_gemma":0.00042612455,"threshold_uncertainty_score":0.054929078},"labels":[],"label_agreement":null},{"id":"W4404945019","doi":"10.1016/j.wasman.2024.11.040","title":"Evaluation of thermal parameters with geothermal energy recovery from a cold climate municipal solid waste landfill","year":2024,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Municipal solid waste; Waste management; Environmental science; Geothermal gradient; Geothermal energy; Energy recovery; Landfill gas; Environmental engineering; Engineering; Geology; Energy (signal processing)","score_opus":0.017623000122772944,"score_gpt":0.2369917143063932,"score_spread":0.21936871418362025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404945019","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99879056,0.000051885,0.00047636035,0.000013607462,0.0000027336869,0.000014136561,0.000070673435,0.000011693306,0.00056847604],"genre_scores_gemma":[0.9992113,0.000035955618,0.00019905485,0.0000044383614,0.0000018291505,0.000009423022,0.000042516192,0.000005561646,0.0004899486],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999585,0.00009508306,0.000023435825,0.000050058305,0.00016461815,0.000081891165],"domain_scores_gemma":[0.9996716,0.00010762326,0.000045579684,0.000033872042,0.00011508144,0.000026304735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006967019,0.00043060078,0.00071294315,0.00044566937,0.0010237957,0.0007880721,0.0004410002,0.00053223845,0.0020996411],"category_scores_gemma":[0.000681959,0.00017397989,0.00057046494,0.0006999602,0.0004650023,0.0008974446,0.00040864103,0.00035837753,0.00027611316],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008226242,0.0013549806,0.025725892,0.00034188028,0.000104363484,0.00038049964,0.00050694426,0.04350357,0.88982105,0.00035061612,0.00031577682,0.029368153],"study_design_scores_gemma":[0.00006079416,0.002912294,0.028638003,0.000009933369,0.00010743848,0.000074055344,0.0006328705,0.018630417,0.9478711,0.00012244504,0.00091435557,0.000026193888],"about_ca_topic_score_codex":0.0048655747,"about_ca_topic_score_gemma":0.007506186,"teacher_disagreement_score":0.0048655747,"about_ca_system_score_codex":0.0007106608,"about_ca_system_score_gemma":0.00052339985,"threshold_uncertainty_score":0.009674549},"labels":[],"label_agreement":null},{"id":"W4405750836","doi":"10.1016/j.jrmge.2024.12.002","title":"Limiting membrane behavior of compacted sand–bentonite mixture","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Bentonite; Limiting; Geotechnical engineering; Geology; Engineering","score_opus":0.006961224895593207,"score_gpt":0.21105405363633623,"score_spread":0.20409282874074303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405750836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980107,0.00025360857,0.0011896925,0.000020895908,0.0000071961877,0.000013154474,0.00010774624,0.00003126609,0.0003658229],"genre_scores_gemma":[0.99706954,0.00025122034,0.0015524918,0.000023019518,0.000002609865,0.000022172664,0.00019146131,0.000015232248,0.0008723424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996946,0.000025953439,0.000031384803,0.00008787072,0.00011998552,0.000040220406],"domain_scores_gemma":[0.99969625,0.000050786643,0.00007593444,0.000038541864,0.0001022488,0.000036263125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001672212,0.0003748453,0.00033672544,0.00027392633,0.00023172706,0.00043445383,0.00029524465,0.0003983321,0.00072863454],"category_scores_gemma":[0.00050630694,0.00023532107,0.00023379631,0.00022690746,0.0003656958,0.00037480955,0.0003462376,0.00047036752,0.00018142987],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017739778,0.0000042391684,0.00024558092,0.00001503075,0.0000024744165,0.000033312113,0.000036038567,0.000068095025,0.99921834,0.000011173579,0.000004849069,0.00034311786],"study_design_scores_gemma":[0.0000024833005,0.00013077653,0.0060920888,0.0000063214293,0.000009405276,0.00009709594,0.00012571298,0.00073514576,0.99232775,0.000020281268,0.00044374302,0.000009129696],"about_ca_topic_score_codex":0.0024186324,"about_ca_topic_score_gemma":0.0036739698,"teacher_disagreement_score":0.0024186324,"about_ca_system_score_codex":0.00035022484,"about_ca_system_score_gemma":0.00017848476,"threshold_uncertainty_score":0.004809141},"labels":[],"label_agreement":null},{"id":"W4405983810","doi":"10.1016/j.geotexmem.2024.12.006","title":"Long-term performance of polyethylene geomembranes to contain brine","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Brine; Polyethylene; Materials science; Geotechnical engineering; Forensic engineering; Environmental science; Composite material; Geology; Chemistry; Engineering; Organic chemistry","score_opus":0.0043121787040810355,"score_gpt":0.2199464809610156,"score_spread":0.21563430225693456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405983810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991447,0.00022947635,0.00031062542,0.000012816251,0.000007727357,0.0000070420137,0.00008616828,0.000009494764,0.00019200421],"genre_scores_gemma":[0.99648064,0.00030122313,0.00080283964,0.00002345569,0.0000037649804,0.00001535439,0.0002694444,0.000011047061,0.0020923002],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997125,0.000046645848,0.00003240407,0.000063192296,0.00009459455,0.000050602066],"domain_scores_gemma":[0.99945694,0.00008414969,0.00014520806,0.000055507004,0.00020569023,0.00005257112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039506322,0.00040013,0.00035631223,0.00015389484,0.00023673681,0.00042924468,0.00030409824,0.0004985485,0.0011634812],"category_scores_gemma":[0.0007944161,0.0001641183,0.0004240462,0.00022284151,0.00019266404,0.00060379226,0.00039238538,0.00048420683,0.0003022775],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022373845,0.000041475247,0.0011915892,0.00006536651,0.000020420253,0.00006998084,0.000087652916,0.00024885955,0.9961654,0.000017472468,0.000021822867,0.001846272],"study_design_scores_gemma":[0.000007269619,0.001298705,0.01196121,0.000015964475,0.000033400407,0.00012471987,0.00014785871,0.00046921914,0.9848332,0.00001572586,0.0010780673,0.000014774432],"about_ca_topic_score_codex":0.0010691101,"about_ca_topic_score_gemma":0.001835251,"teacher_disagreement_score":0.0011634812,"about_ca_system_score_codex":0.00037423064,"about_ca_system_score_gemma":0.00016182208,"threshold_uncertainty_score":0.003892243},"labels":[],"label_agreement":null},{"id":"W4406078810","doi":"10.1016/j.jenvman.2025.124029","title":"Optimizing LandGEM model parameters using a machine learning method to improve the accuracy of landfill methane gas generation estimates in the United States","year":2025,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University Canada West","funders":"","keywords":"Landfill gas; Methane; Environmental science; Methane emissions; Environmental engineering; Waste management; Methane gas; Petroleum engineering; Engineering; Municipal solid waste; Chemistry","score_opus":0.02649169106537132,"score_gpt":0.2957721953995476,"score_spread":0.2692805043341763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406078810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95864964,0.0002554768,0.035518717,0.00050660013,0.000050535054,0.00002001005,0.0007829065,0.00089933915,0.003316918],"genre_scores_gemma":[0.98964965,0.000030783067,0.009564152,0.00003094286,0.0000074424156,0.000009568754,0.00035928714,0.00003715357,0.00031113703],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997842,0.00010679144,0.000012129426,0.00004487304,0.000028969807,0.000023049415],"domain_scores_gemma":[0.99942195,0.00035589427,0.000043085187,0.00005377088,0.000108326785,0.000017010394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010706384,0.00049292675,0.00044447064,0.0004946667,0.00041061777,0.00065888924,0.00039959213,0.0007398599,0.0007492376],"category_scores_gemma":[0.0027384132,0.00034662054,0.00043344346,0.00054448046,0.0002253478,0.000765927,0.00029145787,0.00061214605,0.00019156004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000082754435,0.00004078857,0.00942389,0.000017282962,0.00006396451,0.00003074857,0.000024701374,0.9708416,0.0009784353,0.00037440355,0.0006963859,0.01742508],"study_design_scores_gemma":[0.000016095082,0.000007559011,0.003103008,0.000003738069,0.000012322218,0.0000030148842,0.000011473177,0.9955859,0.0007610237,0.0002768474,0.00021378954,0.0000052121845],"about_ca_topic_score_codex":0.05989767,"about_ca_topic_score_gemma":0.078379974,"teacher_disagreement_score":0.05989767,"about_ca_system_score_codex":0.001034868,"about_ca_system_score_gemma":0.0013155425,"threshold_uncertainty_score":0.11909801},"labels":[],"label_agreement":null},{"id":"W4407739979","doi":"10.3233/978-1-61499-601-9-776","title":"Understanding the Disintegration of Sensitive Clays using Remolding Energy","year":2015,"lang":"en","type":"book-chapter","venue":"IOS Press eBooks","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Materials science; Geology; Environmental science","score_opus":0.22040122612197782,"score_gpt":0.2723190061693197,"score_spread":0.05191778004734188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407739979","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23892322,0.21103048,0.29314098,0.0030124397,0.00056155265,0.00019562895,0.000784598,0.0007927141,0.25155836],"genre_scores_gemma":[0.523161,0.16141258,0.13242042,0.00067798153,0.00023136075,0.00013126862,0.0007109389,0.00018267756,0.18107173],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993503,0.000004939282,0.0000026518624,0.000015815865,0.00003552507,0.000006067419],"domain_scores_gemma":[0.9999355,0.00003597066,0.000008927059,0.0000057961265,0.000011136519,0.0000027166311],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013980381,0.00043079685,0.00030680097,0.0010151187,0.00019281398,0.0009253527,0.00058263115,0.00053242996,0.0029410797],"category_scores_gemma":[0.00013019,0.00025127878,0.00040344425,0.00074255595,0.0005833677,0.0021541046,0.0003278261,0.0007517339,0.00075636036],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000080393875,0.00012731318,0.0017993847,0.002714998,0.000030058623,0.0012241751,0.0017116299,0.027919117,0.3261469,0.17609219,0.00574633,0.4564075],"study_design_scores_gemma":[0.000010981063,0.00038183114,0.010994124,0.00081070355,0.0000694494,0.004015067,0.0015182119,0.0400958,0.34771308,0.16525298,0.4290058,0.00013187817],"about_ca_topic_score_codex":0.0007193486,"about_ca_topic_score_gemma":0.0016725408,"teacher_disagreement_score":0.0029410797,"about_ca_system_score_codex":0.00059239846,"about_ca_system_score_gemma":0.00025257704,"threshold_uncertainty_score":0.009838879},"labels":[],"label_agreement":null},{"id":"W4407857863","doi":"10.2139/ssrn.5149019","title":"Response of Methane Oxidation Biosystems to Controlled Ingress of Oxygen","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Oxygen; Environmental science; Chemical engineering; Environmental chemistry; Chemistry; Materials science; Engineering; Organic chemistry","score_opus":0.008951823760232973,"score_gpt":0.2627197845415494,"score_spread":0.2537679607813164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407857863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99865,0.00007917249,0.00044866485,0.000060744598,0.000013471504,0.0000074299496,0.00015471727,0.00001795124,0.00056794006],"genre_scores_gemma":[0.9983322,0.00009415401,0.00029764182,0.00003059066,0.000004390642,0.000009894851,0.00024342888,0.000009664328,0.000977974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997012,0.00004116168,0.000011740949,0.00008004261,0.00008159399,0.000084120744],"domain_scores_gemma":[0.99970275,0.00011788073,0.000039111408,0.000023152419,0.0000760815,0.000041080642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033191533,0.00023067315,0.00028149466,0.00019492816,0.0003115765,0.00072079955,0.0003214056,0.0005691523,0.0019587602],"category_scores_gemma":[0.0007832783,0.0001680963,0.00020468755,0.000205278,0.0004126185,0.00032349076,0.0004019877,0.00044602848,0.00031829558],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009209549,0.00009228276,0.002928478,0.0000354121,0.000019430545,0.00006310427,0.00013641773,0.00072000985,0.9917497,0.00017227557,0.00009427543,0.0030675568],"study_design_scores_gemma":[0.000044193825,0.0008973367,0.021372486,0.000006517408,0.000024032759,0.000055909026,0.00038283167,0.006847962,0.9689621,0.00032804388,0.0010655284,0.000013115461],"about_ca_topic_score_codex":0.0039244336,"about_ca_topic_score_gemma":0.0027981475,"teacher_disagreement_score":0.0039244336,"about_ca_system_score_codex":0.0006429186,"about_ca_system_score_gemma":0.00043217355,"threshold_uncertainty_score":0.0078032017},"labels":[],"label_agreement":null},{"id":"W4407996433","doi":"10.1061/9780784485699.033","title":"Factors Affecting PFOA Impact from Landfills: Illustrating a Simplified Assessment Method","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Computer science; Environmental science","score_opus":0.025477521189791817,"score_gpt":0.36283356384846743,"score_spread":0.33735604265867564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996433","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.105787665,0.0003974338,0.88567835,0.00015407176,0.000026337262,0.001204092,0.000740618,0.0011848165,0.0048265876],"genre_scores_gemma":[0.42017388,0.000981137,0.5719895,0.00006839258,0.000023855686,0.0014983113,0.00061810564,0.00006882107,0.0045781084],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9988985,0.00035967524,0.0000792246,0.00011583423,0.00049908634,0.000047689482],"domain_scores_gemma":[0.9992834,0.0003047736,0.00010401817,0.00013987874,0.00015059342,0.000017474964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011264484,0.0012849767,0.0008000157,0.0013482004,0.00035998467,0.00078781304,0.0008103132,0.0006428766,0.0024975783],"category_scores_gemma":[0.0019071909,0.0004247564,0.0007379263,0.0009003952,0.00047082527,0.0006739852,0.0011033413,0.0005562972,0.00074484514],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067293417,0.0005581483,0.012715552,0.0011652719,0.00017248797,0.0012240733,0.00045671148,0.253548,0.4430433,0.01195396,0.0018336601,0.27265596],"study_design_scores_gemma":[0.00013717056,0.0018154219,0.025135187,0.000116520205,0.00024837087,0.0017659613,0.00026531197,0.71942294,0.2171776,0.010680058,0.022951037,0.00028447577],"about_ca_topic_score_codex":0.0050067385,"about_ca_topic_score_gemma":0.004906991,"teacher_disagreement_score":0.0050067385,"about_ca_system_score_codex":0.0006831035,"about_ca_system_score_gemma":0.0011956652,"threshold_uncertainty_score":0.009955168},"labels":[],"label_agreement":null},{"id":"W4407996437","doi":"10.1061/9780784485880.002","title":"Hydraulic Conductivity Testing of Geosynthetic Clay Liners without Back-Pressure Saturation","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Stantec (Canada)","funders":"","keywords":"Hydraulic conductivity; Saturation (graph theory); Geotechnical engineering; Geosynthetic clay liner; Materials science; Conductivity; Permeability (electromagnetism); Geology; Composite material; Soil science; Soil water; Chemistry; Membrane; Mathematics","score_opus":0.017563457291804745,"score_gpt":0.2525584539099006,"score_spread":0.23499499661809586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968573,0.00006650881,0.0024389415,0.000013257423,0.0000040181235,0.000022481654,0.00010327488,0.000054894605,0.00043927727],"genre_scores_gemma":[0.9965198,0.00009101607,0.0024288513,0.000018574545,0.0000023265582,0.000023690462,0.000117761076,0.000019702517,0.00077819923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995696,0.00008755402,0.00003478566,0.00006784057,0.00018370978,0.00005643255],"domain_scores_gemma":[0.9994074,0.0001871167,0.0001279271,0.000037473015,0.00018057086,0.00005942925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005358602,0.00035849866,0.00022683262,0.00028516454,0.00020009682,0.0002437013,0.00028000187,0.00031186803,0.0010002156],"category_scores_gemma":[0.0009967407,0.00014121947,0.00019291091,0.00029549585,0.00033341194,0.00046661074,0.00042419723,0.00029717092,0.00024090779],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011117746,0.000023066897,0.0007152808,0.00005354291,0.0000034380673,0.0000348994,0.0000934507,0.00025633874,0.9972512,0.000025309497,0.000015314195,0.0014169409],"study_design_scores_gemma":[0.0000064920823,0.0004729543,0.0029438352,0.000004314262,0.000005611115,0.000036114398,0.000089162895,0.00072907435,0.995357,0.000017878674,0.00033042463,0.000007111781],"about_ca_topic_score_codex":0.0010212706,"about_ca_topic_score_gemma":0.0020577984,"teacher_disagreement_score":0.0010212706,"about_ca_system_score_codex":0.00033349902,"about_ca_system_score_gemma":0.00019101905,"threshold_uncertainty_score":0.0033460855},"labels":[],"label_agreement":null},{"id":"W4407996599","doi":"10.1061/9780784485699.040","title":"Consequence-Based Selection of Design for a Seismic Event for Landfills—An Approach Based on Canadian Dam Association Guidelines","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Selection (genetic algorithm); Event (particle physics); Environmental science; Computer science; Civil engineering; Engineering; Artificial intelligence","score_opus":0.04067426363764027,"score_gpt":0.29259439115558156,"score_spread":0.2519201275179413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996599","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04099727,0.0005774146,0.7135885,0.007475187,0.00018459221,0.0029088345,0.00096086145,0.001185205,0.23212217],"genre_scores_gemma":[0.40973067,0.00045461647,0.57023025,0.0013757286,0.000061180726,0.00067315594,0.0005304359,0.0002528392,0.016691102],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.98677874,0.0028639522,0.00074590876,0.0010690383,0.007473432,0.001068866],"domain_scores_gemma":[0.97908336,0.0033086203,0.0007954468,0.0010886283,0.014741724,0.0009822991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010928248,0.0010459657,0.00066942384,0.005213291,0.004628657,0.0047292155,0.0036037657,0.0014889607,0.0062448387],"category_scores_gemma":[0.020232726,0.0006429887,0.0009167119,0.0021198895,0.0031510752,0.0016270115,0.002218674,0.0022377751,0.00094085466],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000264587,0.00037716067,0.020234274,0.0007607195,0.00013170681,0.001102367,0.0068967487,0.07600731,0.012966034,0.4226724,0.077629134,0.3809577],"study_design_scores_gemma":[0.0002724858,0.0005005519,0.03064247,0.0016770588,0.00035180058,0.00094482844,0.009408448,0.24623312,0.017560279,0.18975885,0.50201416,0.0006360306],"about_ca_topic_score_codex":0.39876905,"about_ca_topic_score_gemma":0.7001492,"teacher_disagreement_score":0.601231,"about_ca_system_score_codex":0.017394643,"about_ca_system_score_gemma":0.05719986,"threshold_uncertainty_score":0.7928959},"labels":[],"label_agreement":null},{"id":"W4408010697","doi":"10.2139/ssrn.5158164","title":"Enhancing an Existing Composite Model to Estimate Msw Settlement in Both Warm and Cold Regions","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Settlement (finance); Composite number; Environmental science; Municipal solid waste; Waste management; Materials science; Engineering; Computer science; Composite material","score_opus":0.020371007734237473,"score_gpt":0.3057004186679666,"score_spread":0.2853294109337291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408010697","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7012538,0.0001398541,0.28582805,0.00022595332,0.0001475256,0.000067106055,0.0019566123,0.001281157,0.009099917],"genre_scores_gemma":[0.9622441,0.000046706242,0.034237277,0.000034173885,0.000037356083,0.00004697507,0.0008684275,0.00015869153,0.0023263155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997671,0.000047979403,0.000011371638,0.000085215004,0.000046265337,0.000042088286],"domain_scores_gemma":[0.99935657,0.0002413893,0.00003958746,0.00010916832,0.00019311179,0.00006020562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077396916,0.0005953636,0.00073448045,0.0008148561,0.00064271246,0.0013048036,0.0013854522,0.0012417046,0.0027213062],"category_scores_gemma":[0.001963595,0.00052716077,0.0010977288,0.0012195818,0.00031724162,0.0011686634,0.00097258744,0.00074288086,0.00074939965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063352556,0.000054258224,0.009273203,0.000017476785,0.000041017352,0.000030255032,0.000023417231,0.9805951,0.00085448095,0.00052553305,0.00032391545,0.008197903],"study_design_scores_gemma":[0.0000044355425,0.0000053735107,0.0011910177,0.000001034658,0.0000058894966,0.000003188175,0.000004743984,0.99837375,0.00014203518,0.00016765643,0.00009680343,0.00000393959],"about_ca_topic_score_codex":0.046350677,"about_ca_topic_score_gemma":0.051013477,"teacher_disagreement_score":0.046350677,"about_ca_system_score_codex":0.0007202791,"about_ca_system_score_gemma":0.0012386475,"threshold_uncertainty_score":0.092161775},"labels":[],"label_agreement":null},{"id":"W4408430866","doi":"10.5194/egusphere-egu25-14017","title":"Transport and Deposition of Colloidal Activated Carbon (CAC) in Saturated Sand Columns: Impacts of input CAC concentration, transient ionic strength, and multiple CAC injections","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Transient (computer programming); Ionic strength; Deposition (geology); Activated carbon; Chemical engineering; Chemistry; Colloid; Geology; Organic chemistry; Engineering; Computer science; Geomorphology","score_opus":0.006708158640622156,"score_gpt":0.2206942434658558,"score_spread":0.21398608482523365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408430866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99736255,0.00044147138,0.0004769062,0.000081210586,0.0000315777,0.0000255937,0.0005119565,0.00003132282,0.0010373218],"genre_scores_gemma":[0.99643743,0.0005899989,0.0013088986,0.000045213426,0.000009598845,0.00002159524,0.00027125678,0.000015599971,0.0013003871],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975747,0.000014582654,0.00001749111,0.00007307339,0.000057877904,0.000079399426],"domain_scores_gemma":[0.99966943,0.00009177243,0.000058255053,0.000012545904,0.0001229348,0.000045019362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024700904,0.0003251251,0.00035264902,0.00026349293,0.0005047291,0.0010972479,0.00030679072,0.0004971061,0.0007667643],"category_scores_gemma":[0.00039251108,0.0002714979,0.00043186694,0.0002620771,0.00027220522,0.00045988554,0.00028166594,0.00075151905,0.0002732203],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004646604,0.00022226738,0.0050758054,0.00023552404,0.00003700897,0.00022123453,0.00018329201,0.0048817587,0.98340166,0.00027150515,0.0005086206,0.0044965944],"study_design_scores_gemma":[0.000051161645,0.00085116585,0.013079376,0.000029419194,0.00004914802,0.00006795551,0.00072330364,0.07037352,0.9127373,0.00014243004,0.001817611,0.000077634126],"about_ca_topic_score_codex":0.04906993,"about_ca_topic_score_gemma":0.04732676,"teacher_disagreement_score":0.04906993,"about_ca_system_score_codex":0.0016945621,"about_ca_system_score_gemma":0.0011135389,"threshold_uncertainty_score":0.09756863},"labels":[],"label_agreement":null},{"id":"W4408473699","doi":"10.1016/j.geotexmem.2025.02.005","title":"The effect of a bench on leakage through a cover: A field and numerical assessment","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Leakage (economics); Cover (algebra); Geotechnical engineering; Field (mathematics); Environmental science; Engineering; Materials science; Forensic engineering; Mechanical engineering; Mathematics","score_opus":0.0025973444634033145,"score_gpt":0.24335463273779379,"score_spread":0.24075728827439047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408473699","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972128,0.000042597716,0.0009182637,0.000031275944,0.000006895718,0.000015473106,0.00013300043,0.000030852934,0.001608851],"genre_scores_gemma":[0.9993591,0.000031562256,0.00021526986,0.000005862036,0.0000013485895,0.0000057835664,0.0000431228,0.00000306196,0.00033502642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971884,0.00006841138,0.000014109328,0.00004622998,0.00006263153,0.00008977896],"domain_scores_gemma":[0.9984162,0.0010853182,0.0001231859,0.00009173888,0.00017100386,0.00011258589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006490914,0.0003046711,0.00036297415,0.0005255357,0.00076744636,0.00094556273,0.0004988406,0.0011782808,0.0022465033],"category_scores_gemma":[0.0017083432,0.00020035951,0.0006437316,0.0004432466,0.000997866,0.0009864316,0.00061548856,0.00041367582,0.00016819763],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0042697033,0.0017073511,0.053940322,0.00033507688,0.0001250886,0.0010451389,0.0002738072,0.79482436,0.115740985,0.0016244632,0.00082583993,0.02528782],"study_design_scores_gemma":[0.00040064647,0.013809035,0.16659015,0.000080019716,0.00037509782,0.00029583674,0.0012035299,0.7257329,0.08818193,0.0013889649,0.0018086862,0.00013322693],"about_ca_topic_score_codex":0.010525515,"about_ca_topic_score_gemma":0.0063575218,"teacher_disagreement_score":0.010525515,"about_ca_system_score_codex":0.0009833875,"about_ca_system_score_gemma":0.000504025,"threshold_uncertainty_score":0.020928502},"labels":[],"label_agreement":null},{"id":"W4409034164","doi":"10.1016/j.conbuildmat.2025.140972","title":"Swelling behavior and microscopic characteristics of a hydrophilic seal in composite geomembrane cutoff walls exposed to various metal-rich solutions","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Key Research and Development Program of China; Jiangsu Provincial Key Research and Development Program; National Natural Science Foundation of China","keywords":"Geomembrane; Seal (emblem); Composite number; Materials science; Composite material; Swelling; Metal; Cutoff; Geotechnical engineering; Metallurgy; Geology; Physics","score_opus":0.010038887741935947,"score_gpt":0.23787098459038536,"score_spread":0.2278320968484494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409034164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870944,0.000115167546,0.00057479227,0.000010877271,0.0000068823056,0.0000035063958,0.00006710633,0.000010059631,0.0005020662],"genre_scores_gemma":[0.9988404,0.00007115836,0.00034718786,0.000008810653,0.000003906614,0.0000056952017,0.000090032416,0.0000046760233,0.00062814023],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992836,0.0000065963354,0.000004566604,0.0000142013505,0.000021724325,0.000024591873],"domain_scores_gemma":[0.99984956,0.000038346734,0.000051228373,0.000008438301,0.000029692455,0.00002274234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013414293,0.00017864634,0.00009771121,0.0001115439,0.00013472169,0.00013228306,0.0001051283,0.00020580382,0.0014097327],"category_scores_gemma":[0.00017801295,0.00008831875,0.000138511,0.000102215796,0.00022696197,0.00024867826,0.00011367795,0.0002688758,0.00013996506],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007243894,0.0000088351935,0.00023390021,0.000012633111,0.0000021048397,0.00004324141,0.000044917364,0.00006412265,0.99916387,0.00003133083,0.000010521039,0.0003121551],"study_design_scores_gemma":[0.0000053182202,0.00024477337,0.00999125,0.0000042634997,0.000009483583,0.00007978088,0.00013217989,0.001035465,0.9881265,0.000025908272,0.000337652,0.000007405613],"about_ca_topic_score_codex":0.0006017427,"about_ca_topic_score_gemma":0.00042434747,"teacher_disagreement_score":0.0014097327,"about_ca_system_score_codex":0.00009464367,"about_ca_system_score_gemma":0.00008186802,"threshold_uncertainty_score":0.0047160387},"labels":[],"label_agreement":null},{"id":"W4409165787","doi":"10.1016/j.wasman.2025.114772","title":"Leaching model of an expanding coastal dumpsite considering climate change","year":2025,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Langley Research Center; National Aeronautics and Space Administration","keywords":"Climate change; Leaching (pedology); Environmental science; Environmental engineering; Environmental protection; Oceanography; Geology; Soil science","score_opus":0.0295617979421774,"score_gpt":0.26228337458029755,"score_spread":0.23272157663812015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409165787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8575706,0.00078755786,0.098912194,0.0012573634,0.00011108702,0.00015552723,0.004892052,0.0006912466,0.035622347],"genre_scores_gemma":[0.97715557,0.00039932987,0.0054988903,0.00012296278,0.000021558928,0.00017019673,0.001098386,0.0000563791,0.015476697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998406,0.000024938414,0.000011568321,0.00005035589,0.000025254769,0.00004722718],"domain_scores_gemma":[0.9997944,0.000058580357,0.0000375601,0.0000105263225,0.000068295165,0.000030602583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031291103,0.00075799867,0.0007734697,0.00052762625,0.00084837456,0.0013630143,0.00219591,0.0024883137,0.003362962],"category_scores_gemma":[0.00052310363,0.0005154089,0.0013014227,0.0007086972,0.0007831201,0.00069934817,0.0012674467,0.00069993926,0.0003623812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033564214,0.000018863044,0.0016693724,0.000024623594,0.00001535958,0.00019240617,0.00002107751,0.99456704,0.0013174388,0.0011497,0.00017643844,0.00081402407],"study_design_scores_gemma":[0.000020215559,0.000018164643,0.00051696383,0.0000038137046,0.000015351154,0.000032357,0.000030114486,0.99825937,0.0002988622,0.0004703583,0.00032475637,0.000009594594],"about_ca_topic_score_codex":0.08393263,"about_ca_topic_score_gemma":0.025526606,"teacher_disagreement_score":0.08393263,"about_ca_system_score_codex":0.001870881,"about_ca_system_score_gemma":0.0017592618,"threshold_uncertainty_score":0.16688818},"labels":[],"label_agreement":null},{"id":"W4409360198","doi":"10.1139/cgj-2024-0504","title":"A 10-year study of HDPE geomembrane longevity in contact with low pH solutions","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Geomembrane; High-density polyethylene; Geotechnical engineering; Longevity; Geosynthetics; Forensic engineering; Environmental science; Geology; Materials science; Polyethylene; Engineering; Composite material; Gerontology; Medicine","score_opus":0.008498695432256297,"score_gpt":0.2154328002849321,"score_spread":0.20693410485267583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409360198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984932,0.0003977623,0.00043773142,0.000012596225,0.000006976979,0.000009679807,0.00027414795,0.000010194082,0.00035773663],"genre_scores_gemma":[0.9976555,0.00031377308,0.0003856252,0.000015694968,0.000004811937,0.000014576523,0.00043161723,0.00000491109,0.0011734302],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997975,0.000017578972,0.000015402045,0.000054827702,0.00007130573,0.000043489166],"domain_scores_gemma":[0.99958783,0.00006682826,0.00008014268,0.00003247867,0.00019178698,0.000040952866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005077029,0.00027110497,0.0005120433,0.0003536555,0.00035840794,0.00036734642,0.0002234982,0.00057749473,0.00078066834],"category_scores_gemma":[0.0005541209,0.00009519579,0.0003434501,0.0003819948,0.00020989469,0.00038414614,0.00023577764,0.00034437946,0.00024165728],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051299005,0.00013677066,0.013712305,0.00016753498,0.00004480064,0.00029742921,0.00035787962,0.00087188475,0.9726245,0.00007645165,0.00013751198,0.011060072],"study_design_scores_gemma":[0.000019304673,0.0042759744,0.19392091,0.000047095054,0.00020231886,0.00057321566,0.000675076,0.0030746188,0.791657,0.000085328735,0.0054140002,0.00005515356],"about_ca_topic_score_codex":0.0025179128,"about_ca_topic_score_gemma":0.002880318,"teacher_disagreement_score":0.0025179128,"about_ca_system_score_codex":0.00035546962,"about_ca_system_score_gemma":0.00015234503,"threshold_uncertainty_score":0.0050065517},"labels":[],"label_agreement":null},{"id":"W4409490111","doi":"10.1007/s11356-025-36412-5","title":"Development and validation of practical membrane efficiency models for landfill liner systems","year":2025,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Sharif University of Technology","keywords":"Ecotoxicology; Environmental science; Environmental engineering; Waste management; Engineering; Chemistry; Environmental chemistry","score_opus":0.06281348878906524,"score_gpt":0.3602465300193979,"score_spread":0.29743304123033265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409490111","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44832307,0.0004938419,0.52995485,0.00043657978,0.00008953385,0.0007914634,0.0024463634,0.002998102,0.014466175],"genre_scores_gemma":[0.9370534,0.00023722113,0.057889838,0.000035843426,0.000009428903,0.00052161934,0.0013493868,0.00020846273,0.0026948913],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988625,0.00033230128,0.00008464446,0.00015110272,0.00044317928,0.00012628296],"domain_scores_gemma":[0.9978582,0.0007849757,0.0001549592,0.00034035946,0.00081891293,0.000042510637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024205649,0.0010327863,0.0012324227,0.000537261,0.00082297315,0.0014018934,0.0022678517,0.0015186114,0.0024406966],"category_scores_gemma":[0.004167293,0.00062246097,0.0012265841,0.00063239626,0.00045151525,0.0015780712,0.0007865679,0.0013316834,0.00074478233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000621026,0.00012423818,0.0012351223,0.00012925183,0.000028567616,0.00003211147,0.000046601053,0.9767839,0.0059443177,0.0012646887,0.0005021408,0.013846996],"study_design_scores_gemma":[0.000019810048,0.00009290696,0.0004555603,0.000010730112,0.000010439152,0.000009152245,0.00001847123,0.99013245,0.007627163,0.0005161616,0.0010966724,0.000010379857],"about_ca_topic_score_codex":0.023818403,"about_ca_topic_score_gemma":0.014125216,"teacher_disagreement_score":0.023818403,"about_ca_system_score_codex":0.002397925,"about_ca_system_score_gemma":0.0027180666,"threshold_uncertainty_score":0.047359526},"labels":[],"label_agreement":null},{"id":"W4409582394","doi":"10.31223/x5f72m","title":"A controlled release experiment for investigating methane measurement performance at landfills","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Resources Canada; Environmental Research and Education Foundation","keywords":"Methane; Environmental science; Methane emissions; Chemistry","score_opus":0.047891759722611685,"score_gpt":0.27579165183960236,"score_spread":0.2278998921169907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409582394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993164,0.000044980312,0.00586152,0.00002717091,0.000024609642,0.000172846,0.000245474,0.00012954247,0.0003297948],"genre_scores_gemma":[0.9843657,0.000095641,0.01340068,0.000071299546,0.000013984511,0.000403999,0.0003560418,0.000058209815,0.0012343243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911374,0.00020125294,0.0000545162,0.0002164931,0.0002923057,0.0001216635],"domain_scores_gemma":[0.9981343,0.00079826213,0.00031387815,0.00021942047,0.00043014926,0.00010398549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014525088,0.0006483408,0.0005110662,0.0003216079,0.00039455623,0.00047325192,0.0006519038,0.00068602106,0.0015768727],"category_scores_gemma":[0.002166836,0.0002747974,0.0004172941,0.00030511146,0.0004724595,0.00054887723,0.00057148206,0.00057021296,0.000270975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0043635992,0.0025503908,0.010049984,0.0003595235,0.000083458006,0.00030362987,0.00041075045,0.0050791996,0.9610028,0.0002625413,0.00031201582,0.015222043],"study_design_scores_gemma":[0.0003224766,0.03277516,0.018865453,0.000022082992,0.00016025268,0.00016097182,0.00038099047,0.024461474,0.92075336,0.00019518666,0.001829383,0.00007329426],"about_ca_topic_score_codex":0.0015651792,"about_ca_topic_score_gemma":0.0023451787,"teacher_disagreement_score":0.0015768727,"about_ca_system_score_codex":0.00035836265,"about_ca_system_score_gemma":0.0003671693,"threshold_uncertainty_score":0.007681668},"labels":[],"label_agreement":null},{"id":"W4409799789","doi":"10.11159/icgre25.209","title":"Clay Soil Stabilization Using Sugarcane Ash and Lime","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Soil stabilization; Environmental science; Waste management; Soil water; Soil science; Materials science; Engineering; Metallurgy","score_opus":0.005143040373133568,"score_gpt":0.1983465052155538,"score_spread":0.19320346484242024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99434245,0.003041241,0.0013584368,0.000043138964,0.000017539236,0.000024312785,0.000074101066,0.000046541965,0.0010522674],"genre_scores_gemma":[0.9959099,0.0011617825,0.0017506152,0.00003858265,0.0000060461944,0.000011349596,0.00006358547,0.000007657442,0.0010504493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998149,0.000020254727,0.000014751459,0.000031872056,0.00007861733,0.000039575258],"domain_scores_gemma":[0.9999137,0.000009295652,0.00002988567,0.000006846677,0.000021907506,0.000018324754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001513327,0.0003904021,0.0003130751,0.000548462,0.00023254531,0.00034152335,0.00023396645,0.0002393085,0.00071303017],"category_scores_gemma":[0.00015484278,0.00013293415,0.00030106265,0.00032884313,0.00019959244,0.000309182,0.00027490983,0.00029285724,0.00012725776],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117790376,0.00004073938,0.0012211236,0.0002367428,0.000034658588,0.00007901897,0.00002267073,0.00024874278,0.9879965,0.00004974101,0.000030092326,0.0099222185],"study_design_scores_gemma":[0.000005323049,0.00044885717,0.005101163,0.000012393243,0.000049634895,0.00007601019,0.00005022156,0.00046599156,0.9914658,0.000016469801,0.0022988522,0.00000920653],"about_ca_topic_score_codex":0.00211388,"about_ca_topic_score_gemma":0.0077841515,"teacher_disagreement_score":0.00211388,"about_ca_system_score_codex":0.0002151483,"about_ca_system_score_gemma":0.00032871525,"threshold_uncertainty_score":0.0042031407},"labels":[],"label_agreement":null},{"id":"W4409866613","doi":"10.1016/j.envres.2025.121714","title":"Biopolymer-amended geosynthetic clay liners for landfills and contaminated sites: Gas and hydraulic performance","year":2025,"lang":"en","type":"article","venue":"Environmental Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Jiangsu Provincial Key Research and Development Program; National Natural Science Foundation of China","keywords":"Biopolymer; Contamination; Environmental science; Waste management; Environmental chemistry; Environmental engineering; Geotechnical engineering; Geology; Chemistry; Materials science; Engineering; Ecology; Composite material; Biology","score_opus":0.024362783209288096,"score_gpt":0.30968543470625404,"score_spread":0.28532265149696595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409866613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919325,0.00011881303,0.0002657584,0.00001135837,0.0000064847536,0.0000104657665,0.00011095778,0.000018590075,0.00026431063],"genre_scores_gemma":[0.9978752,0.00015480984,0.0004804096,0.000010030515,0.000002982618,0.0000068848644,0.00013049443,0.000009111139,0.0013300623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963415,0.00008006389,0.00002646052,0.000071874085,0.00011309947,0.00007434602],"domain_scores_gemma":[0.99962723,0.00007153966,0.00009675753,0.00001703233,0.00010425113,0.00008314447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042213005,0.00041048348,0.000381873,0.00031520633,0.00024965848,0.0005019648,0.00035138917,0.0004950272,0.0019251343],"category_scores_gemma":[0.00058488036,0.00012578914,0.00032186002,0.00031730847,0.0002206257,0.0004558468,0.00022798483,0.00033781482,0.00039003513],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029781042,0.0002661238,0.0024470773,0.00012928937,0.000029880795,0.00010483461,0.00006643408,0.002042313,0.98700595,0.00005014922,0.00010595956,0.0047739134],"study_design_scores_gemma":[0.000054817607,0.0033961982,0.005953733,0.000012332967,0.000043114775,0.000047649988,0.00017751084,0.0032432938,0.98626465,0.000012903287,0.00077422056,0.000019519182],"about_ca_topic_score_codex":0.006008646,"about_ca_topic_score_gemma":0.0084682545,"teacher_disagreement_score":0.006008646,"about_ca_system_score_codex":0.00047823772,"about_ca_system_score_gemma":0.0004683446,"threshold_uncertainty_score":0.011947334},"labels":[],"label_agreement":null},{"id":"W4409995283","doi":"10.4324/9781003534129-17","title":"Landfill biocell technology for northern climates","year":2025,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Geography","score_opus":0.008111322285311438,"score_gpt":0.21180801194490942,"score_spread":0.20369668965959797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409995283","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0197504,0.03148071,0.022780918,0.0014417402,0.0011086554,0.00008414124,0.00045670496,0.0013152432,0.92158157],"genre_scores_gemma":[0.03215466,0.016286908,0.010551703,0.00025871722,0.00008675269,0.000032885306,0.0003667061,0.00016176097,0.94009995],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989235,0.0000038381904,0.0000022440208,0.000012685981,0.000075445234,0.000013405777],"domain_scores_gemma":[0.999966,0.0000028397542,0.0000020057678,0.000003727884,0.000020259933,0.0000051330267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010323995,0.00041676813,0.00016480533,0.00088161585,0.00088593527,0.0011580564,0.0005068772,0.00045051804,0.017046979],"category_scores_gemma":[0.00008593868,0.00014933263,0.00021191263,0.0011118122,0.00031378094,0.00072213303,0.000487164,0.0004246959,0.005774579],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006339229,0.00005751241,0.00042995,0.00049642124,0.0000052475007,0.00065530074,0.0007865675,0.0021191176,0.076683074,0.11703371,0.13051264,0.671157],"study_design_scores_gemma":[0.0000013841317,0.000013133178,0.00033795944,0.000038657545,0.0000028169502,0.00025290094,0.00009479915,0.00038762114,0.010770931,0.0018194044,0.98627543,0.0000050799144],"about_ca_topic_score_codex":0.04283503,"about_ca_topic_score_gemma":0.15537724,"teacher_disagreement_score":0.04283503,"about_ca_system_score_codex":0.003189548,"about_ca_system_score_gemma":0.0019946774,"threshold_uncertainty_score":0.0851714},"labels":[],"label_agreement":null},{"id":"W4409998407","doi":"10.1016/j.biombioe.2025.107935","title":"Enhancing the performance of bioreactor landfills by recirculating alkalinized leachate: Continuous operation and feasibility analyses","year":2025,"lang":"en","type":"article","venue":"Biomass and Bioenergy","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Ottawa","funders":"","keywords":"Leachate; Bioreactor; Bioreactor landfill; Environmental science; Waste management; Chemistry; Process engineering; Engineering; Organic chemistry","score_opus":0.0213048475959607,"score_gpt":0.2861327660985458,"score_spread":0.26482791850258514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409998407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99875796,0.00007669399,0.00090254046,0.000018928571,0.0000025104193,0.0000133229805,0.00005373736,0.00002005129,0.00015430563],"genre_scores_gemma":[0.99782395,0.000114950715,0.0015227363,0.000007917595,0.0000019347965,0.000016415997,0.00007997922,0.000005421306,0.00042662007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963963,0.00007263742,0.000027988975,0.000042282532,0.00012479963,0.00009265392],"domain_scores_gemma":[0.99972945,0.000080833015,0.000041653857,0.00002416815,0.00008943943,0.000034472967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011715904,0.00047620508,0.00045608715,0.00036647354,0.0003986081,0.0007365268,0.00042031493,0.00046351773,0.0006456108],"category_scores_gemma":[0.000682379,0.00018441724,0.0005722932,0.00029830323,0.00028691918,0.00062674854,0.00034562303,0.00038950157,0.00023125914],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009080962,0.00027589712,0.0021159456,0.00006222233,0.000012618938,0.00004102143,0.000044825825,0.0015672534,0.99078804,0.00005533931,0.00003574699,0.0040929895],"study_design_scores_gemma":[0.000021506776,0.0011926966,0.0037225927,0.0000035481255,0.00002019292,0.000029563582,0.00008677974,0.004505416,0.99011034,0.000025968979,0.00027247422,0.0000089555315],"about_ca_topic_score_codex":0.0035089082,"about_ca_topic_score_gemma":0.0047232327,"teacher_disagreement_score":0.0035089082,"about_ca_system_score_codex":0.00075615314,"about_ca_system_score_gemma":0.00065127254,"threshold_uncertainty_score":0.006976962},"labels":[],"label_agreement":null},{"id":"W4410079276","doi":"10.1016/j.jenvman.2025.125638","title":"Enhancing an existing composite model to estimate MSW settlement during the filling and post-closure phases in both warm and cold regions","year":2025,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Closure (psychology); Settlement (finance); Composite number; Environmental science; Waste management; Municipal solid waste; Environmental engineering; Geology; Materials science; Engineering; Composite material; Computer science; Political science","score_opus":0.011384477068122002,"score_gpt":0.26780474634804846,"score_spread":0.25642026927992645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410079276","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59443116,0.00018648045,0.3967533,0.00013263822,0.000038225426,0.00012213974,0.00039496095,0.0005708454,0.007370259],"genre_scores_gemma":[0.97497493,0.00007646449,0.022678822,0.000018966039,0.000006557001,0.000088719644,0.00013119381,0.0000366273,0.0019876563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984586,0.00002537242,0.0000107125625,0.000046811434,0.00004658476,0.000024571022],"domain_scores_gemma":[0.99969673,0.000119905366,0.000056070938,0.000026392114,0.000084052284,0.000016981157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040220507,0.00051650754,0.00047024403,0.0004374328,0.00033514912,0.0006214636,0.0007972076,0.0009415102,0.0007957572],"category_scores_gemma":[0.00089781097,0.0002619402,0.0007476813,0.0003349223,0.00026412224,0.00056869216,0.0005935257,0.00045911048,0.00020238246],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030659296,0.000029476827,0.0020310218,0.000019068586,0.000006499576,0.000037743856,0.000022227649,0.98961323,0.003376729,0.00031953875,0.000052362633,0.00446145],"study_design_scores_gemma":[0.0000021292426,0.000010859048,0.00037014208,0.0000012172784,0.000002815867,0.00000607491,0.000004600633,0.9988921,0.0005591908,0.00006172009,0.00008623889,0.0000028698826],"about_ca_topic_score_codex":0.013636708,"about_ca_topic_score_gemma":0.013035863,"teacher_disagreement_score":0.013636708,"about_ca_system_score_codex":0.00066220755,"about_ca_system_score_gemma":0.0010439806,"threshold_uncertainty_score":0.02711469},"labels":[],"label_agreement":null},{"id":"W4410598759","doi":"10.3390/app15115798","title":"An Integrated DEM–FEM Simulation Framework for Preferential Flow Path Evaluation in Waste Landfill Composed of Non-Spherical Particles","year":2025,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Environment; Ministry of Environment - Saskatchewan; Environmental Restoration and Conservation Agency","keywords":"Discrete element method; Finite element method; Materials science; Geology; Geotechnical engineering; Environmental science; Engineering; Mechanics; Structural engineering; Physics","score_opus":0.02992438240325738,"score_gpt":0.32382303474749596,"score_spread":0.29389865234423856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410598759","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028909536,0.000083256156,0.9665884,0.00006366788,0.000026047865,0.00007151808,0.00013922082,0.000595761,0.003522579],"genre_scores_gemma":[0.58916825,0.00026142882,0.4071751,0.00006531294,0.00002314082,0.00041583562,0.00035915384,0.00018910895,0.0023426372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998272,0.000047598176,0.000009913516,0.000023326767,0.0000699361,0.000022089826],"domain_scores_gemma":[0.99969554,0.00014420098,0.000030470206,0.000029210278,0.00007604389,0.000024568193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061631977,0.00061057863,0.0005269259,0.0007266648,0.00044916576,0.0005583788,0.00094332575,0.00097272464,0.001766749],"category_scores_gemma":[0.00087030896,0.0003723286,0.00070800696,0.00045288663,0.0005190582,0.00047518438,0.00089238904,0.00044994312,0.00018830826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023293866,0.00004293007,0.00096353726,0.000050749142,0.000014469727,0.00006662406,0.000047497197,0.9769299,0.005974979,0.0057747904,0.00019545089,0.009915867],"study_design_scores_gemma":[0.0000017082212,0.000004375728,0.000049852937,0.000002219627,0.0000012222295,0.000006742539,0.000005221452,0.9987896,0.00046793147,0.0003951434,0.0002735505,0.0000024368117],"about_ca_topic_score_codex":0.006464142,"about_ca_topic_score_gemma":0.005952962,"teacher_disagreement_score":0.006464142,"about_ca_system_score_codex":0.0005787955,"about_ca_system_score_gemma":0.0009297813,"threshold_uncertainty_score":0.012853026},"labels":[],"label_agreement":null},{"id":"W4412024261","doi":"10.1139/cgj-2024-0755","title":"Requirements of efficient deep soil mixing treatment in clayey soils: a field-based assessment of water predrilling and auger free blade effects","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Soil water; Blade (archaeology); Drilling; Geology; Clay soil; Auger; Mixing (physics); Environmental science; Soil science; Engineering; Structural engineering; Mechanical engineering","score_opus":0.008292415481793585,"score_gpt":0.2500588647465529,"score_spread":0.24176644926475935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412024261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99835014,0.000114370596,0.001145984,0.000008604603,0.0000025580482,0.000026513802,0.00007751628,0.000011845871,0.00026258055],"genre_scores_gemma":[0.9970701,0.00012737476,0.002307788,0.000011757741,0.0000016805917,0.000030518262,0.00009482874,0.0000063670677,0.00034958663],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998129,0.000027450364,0.00001721117,0.000042956235,0.000069748865,0.000029776264],"domain_scores_gemma":[0.9996879,0.00008816695,0.00006988789,0.0000133196,0.00009918361,0.000041661104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046349916,0.00027555772,0.0002773463,0.0002714565,0.00021781569,0.000391409,0.00019642054,0.00031329162,0.00047717022],"category_scores_gemma":[0.0004004284,0.000121850455,0.00021636038,0.000155959,0.00020380653,0.0002770004,0.00022028919,0.00037246014,0.00008511698],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023978886,0.00014354679,0.003272784,0.00014152536,0.00000823196,0.000038023783,0.00007197584,0.0010595996,0.99080604,0.000029723495,0.00003395271,0.0041547203],"study_design_scores_gemma":[0.000031976033,0.0046400717,0.04425172,0.00002027773,0.00006202436,0.000070178445,0.0004461631,0.007564026,0.9416816,0.000079297526,0.0011260561,0.000026559066],"about_ca_topic_score_codex":0.0012608016,"about_ca_topic_score_gemma":0.0033566982,"teacher_disagreement_score":0.0012608016,"about_ca_system_score_codex":0.00021070438,"about_ca_system_score_gemma":0.00022003351,"threshold_uncertainty_score":0.0025069714},"labels":[],"label_agreement":null},{"id":"W4412743609","doi":"10.1016/j.geotexmem.2025.07.006","title":"Degradation of polyethylene geomembranes exposed to different mine tailings pore waters","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Canada Foundation for Innovation; Terrafix Geosynthetics","keywords":"Geomembrane; Tailings; Degradation (telecommunications); Polyethylene; Environmental science; Waste management; Geotechnical engineering; Mining engineering; Geology; Materials science; Engineering; Composite material; Metallurgy","score_opus":0.006350213701294491,"score_gpt":0.211058038837817,"score_spread":0.20470782513652253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412743609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992605,0.00014611876,0.0002769562,0.000007758212,0.0000030851938,0.0000063644634,0.00012834377,0.000006713711,0.0001641179],"genre_scores_gemma":[0.9976549,0.00029566215,0.00076101674,0.000014031125,0.0000021301553,0.000013533372,0.00021358655,0.000005948931,0.0010390964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998305,0.000024231662,0.000016289965,0.000044523687,0.000052291198,0.000032110896],"domain_scores_gemma":[0.9997702,0.00004134014,0.00007259117,0.000013975742,0.00007899673,0.000022882836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026222933,0.00036485118,0.00021225662,0.00017908892,0.00015219084,0.00027154526,0.00016733412,0.00039336237,0.0007212208],"category_scores_gemma":[0.0004733701,0.00012921974,0.00023607549,0.00021154218,0.00017075991,0.00036592162,0.00025582124,0.0003076709,0.00012361669],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013369338,0.000014103533,0.0011433301,0.000058650843,0.000009710565,0.000054814565,0.000072377305,0.00024364598,0.9966595,0.000022413578,0.000012307704,0.0015753695],"study_design_scores_gemma":[0.000004662578,0.0005261214,0.008075593,0.000009849914,0.00001751839,0.000058941492,0.00012519692,0.00038675425,0.9901231,0.000017337394,0.0006482931,0.000006625924],"about_ca_topic_score_codex":0.0011191048,"about_ca_topic_score_gemma":0.0013534422,"teacher_disagreement_score":0.0011191048,"about_ca_system_score_codex":0.00024368132,"about_ca_system_score_gemma":0.00014096856,"threshold_uncertainty_score":0.0024127364},"labels":[],"label_agreement":null},{"id":"W4413243815","doi":"10.1061/joeedu.eeeng-8036","title":"Effects of Organic Compost, Saturation, and Compaction on Air Permeability in Compost-Modified Soil for Landfill Biocover Systems","year":2025,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Compost; Compaction; Saturation (graph theory); Environmental science; Permeability (electromagnetism); Environmental engineering; Soil science; Waste management; Geotechnical engineering; Geology; Chemistry; Engineering; Mathematics","score_opus":0.0032071935985332188,"score_gpt":0.19286324393923063,"score_spread":0.1896560503406974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413243815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992895,0.00014959821,0.00030247177,0.000004183603,0.0000030555075,0.000010168701,0.00006201534,0.0000059916374,0.00017290493],"genre_scores_gemma":[0.9992053,0.00013532685,0.00046333825,0.0000062048,0.0000014786008,0.000010998716,0.000060873568,0.0000037644206,0.000112852744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952185,0.00010542253,0.00005313129,0.00007819953,0.00015699732,0.000084293315],"domain_scores_gemma":[0.9993494,0.00021932376,0.00020880393,0.000026296006,0.00012778897,0.000068327485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058956863,0.00039113782,0.00039482265,0.00035662198,0.00024194157,0.0006326772,0.0001790587,0.00022938922,0.00050540717],"category_scores_gemma":[0.0006959663,0.0001614223,0.00034281792,0.00037972667,0.00029398713,0.00032876726,0.00033572232,0.00030778945,0.0000808156],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010792228,0.0001635444,0.01115724,0.00031271888,0.000046729612,0.000119135846,0.00011916471,0.0027440696,0.97604895,0.000050651375,0.000029531615,0.008129056],"study_design_scores_gemma":[0.000018681834,0.003099487,0.06381413,0.000025128851,0.000097698736,0.00010214397,0.00034388085,0.005718239,0.92592525,0.000054678367,0.0007728537,0.000027931399],"about_ca_topic_score_codex":0.0025264001,"about_ca_topic_score_gemma":0.00473933,"teacher_disagreement_score":0.0025264001,"about_ca_system_score_codex":0.0005620983,"about_ca_system_score_gemma":0.00032357743,"threshold_uncertainty_score":0.00502342},"labels":[],"label_agreement":null},{"id":"W4413285411","doi":"10.1680/jgein.24.00130","title":"Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geosynthetics; Geotechnical engineering; Geology; Relaxation (psychology); Geosynthetic clay liner; Biogeosciences; Geotextile; Dilatant; Materials science; Soil science; Hydraulic conductivity; Soil water","score_opus":0.010526220247369598,"score_gpt":0.29004253186790024,"score_spread":0.27951631162053064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413285411","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.037156772,0.00027399708,0.959681,0.00004846179,0.000074351425,0.00006717469,0.00007607064,0.00048726876,0.0021348898],"genre_scores_gemma":[0.46822742,0.00062158203,0.52234584,0.000090811336,0.000035370416,0.000275045,0.00018681076,0.00024934174,0.007967842],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999754,0.000027777707,0.0000136814115,0.000044304023,0.00014646683,0.000013692102],"domain_scores_gemma":[0.999292,0.00026976815,0.00008095785,0.00009117922,0.00024232463,0.000023744273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056797685,0.00052084133,0.00031183,0.00048647143,0.00019656293,0.00040312245,0.00092346605,0.00048091458,0.0021153945],"category_scores_gemma":[0.0012425132,0.00034667473,0.0004255638,0.00035204104,0.00029494532,0.0007680023,0.0003753756,0.0008254597,0.0005780074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023168042,0.00022309703,0.0044240314,0.0007055208,0.00010384686,0.0003405113,0.00045580897,0.14352925,0.42485812,0.013386094,0.0017052093,0.41003686],"study_design_scores_gemma":[0.000052709693,0.00030825133,0.0026619001,0.000035498077,0.000038631184,0.00040545274,0.000089864494,0.813381,0.17355376,0.0027272338,0.0066778213,0.00006789301],"about_ca_topic_score_codex":0.001473809,"about_ca_topic_score_gemma":0.0025593087,"teacher_disagreement_score":0.0021153945,"about_ca_system_score_codex":0.00034209836,"about_ca_system_score_gemma":0.0006475383,"threshold_uncertainty_score":0.0070767403},"labels":[],"label_agreement":null},{"id":"W4413473627","doi":"10.1007/s11356-025-36865-8","title":"Aspects influencing methane emissions through the final cover soil of a landfill in the Brazilian semi-arid region","year":2025,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Arid; Environmental science; Methane; Soil cover; Methane emissions; Ecotoxicology; Cover (algebra); Landfill gas; Environmental engineering; Environmental protection; Soil water; Environmental chemistry; Soil science; Ecology; Chemistry; Engineering","score_opus":0.04269592482064663,"score_gpt":0.3408632868543136,"score_spread":0.298167362033667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413473627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993494,0.000034447443,0.000034154116,0.000016767157,2.7624625e-7,0.0000017930122,0.00003308453,7.8630205e-7,0.00052928756],"genre_scores_gemma":[0.9998636,0.000028457187,0.000022973709,0.000001656328,2.7013346e-7,9.3412586e-7,0.000016099517,3.9381743e-7,0.00006556952],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999859,0.000035171386,0.000009667051,0.000018401295,0.000029439587,0.000048284808],"domain_scores_gemma":[0.9998628,0.000042777436,0.00003822033,0.0000063619623,0.00003123498,0.000018613695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017691661,0.00012979496,0.00020095089,0.00041802909,0.00063011824,0.0004853866,0.00016988374,0.0001835942,0.0005564515],"category_scores_gemma":[0.00032209945,0.00008069346,0.00018517418,0.0006354455,0.00044883683,0.00021322153,0.00033115895,0.000091250375,0.000049262282],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053025864,0.00013152331,0.90547293,0.00018046019,0.00010853266,0.0014426878,0.0050022155,0.0027414728,0.06607239,0.0010365117,0.00014133961,0.017139794],"study_design_scores_gemma":[0.0000035961307,0.00007233051,0.9878918,0.000012038484,0.000032485095,0.00019025173,0.007009314,0.0012643631,0.002562705,0.00012964233,0.0008243739,0.00000723678],"about_ca_topic_score_codex":0.06683122,"about_ca_topic_score_gemma":0.14160347,"teacher_disagreement_score":0.06683122,"about_ca_system_score_codex":0.00088952127,"about_ca_system_score_gemma":0.0008013452,"threshold_uncertainty_score":0.13288444},"labels":[],"label_agreement":null},{"id":"W4413777741","doi":"10.1101/2025.08.27.672573","title":"Methanotroph Dynamics at Landfill Cover Soil Methane Emission Hotspots","year":2025,"lang":"en","type":"preprint","venue":"bioRxiv (Cold Spring Harbor Laboratory)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Methanotroph; Methane; Cover (algebra); Land cover; Environmental science; Methane emissions; Anaerobic oxidation of methane; Land use; Ecology; Engineering; Biology","score_opus":0.009328191068923688,"score_gpt":0.21661315502432058,"score_spread":0.2072849639553969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413777741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993905,0.000032834236,0.000050793245,0.0000049165583,2.555148e-7,0.0000031108134,0.00025537438,0.0000024826013,0.00025967564],"genre_scores_gemma":[0.99895537,0.000051751325,0.00015693813,0.0000049176715,7.2062875e-7,0.0000072223697,0.00042070381,0.0000017383863,0.0004006052],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99978703,0.000015208255,0.000006403418,0.000039382823,0.00007402005,0.00007788524],"domain_scores_gemma":[0.99979633,0.000020197234,0.00006689002,0.000010743871,0.000067986424,0.000037973397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001561861,0.00024430593,0.00025084266,0.00063741533,0.000551443,0.0005114478,0.00017305519,0.0001811925,0.0009193294],"category_scores_gemma":[0.00023777875,0.00016704113,0.0001308827,0.00085630076,0.0003053635,0.00021485085,0.0004281503,0.00011111671,0.00018524712],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080469006,0.000055584405,0.703893,0.00008486359,0.000043730965,0.00018841967,0.0014266248,0.000847783,0.28554282,0.0000727101,0.0001471392,0.006892538],"study_design_scores_gemma":[0.000004972795,0.00006408924,0.9845212,0.0000048264355,0.000010083311,0.000037055022,0.0008514605,0.0004528274,0.013379032,0.000028442384,0.0006416199,0.0000043988925],"about_ca_topic_score_codex":0.106745414,"about_ca_topic_score_gemma":0.19326568,"teacher_disagreement_score":0.106745414,"about_ca_system_score_codex":0.001272164,"about_ca_system_score_gemma":0.0007257087,"threshold_uncertainty_score":0.2122482},"labels":[],"label_agreement":null},{"id":"W4413898507","doi":"10.1051/e3sconf/202564405002","title":"Performance of geosynthetics in methane oxidation systems","year":2025,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"CARE Canada; Université de Sherbrooke","funders":"","keywords":"Methane; Geosynthetics; Anaerobic oxidation of methane; Environmental science; Chemistry; Geology; Geotechnical engineering; Organic chemistry","score_opus":0.012633166145462265,"score_gpt":0.23801935837329788,"score_spread":0.22538619222783562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413898507","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945456,0.00006216457,0.00023582716,0.000004815266,0.0000021295762,0.0000060530742,0.000035711866,0.00001794798,0.0001807577],"genre_scores_gemma":[0.99896514,0.00007068545,0.0004374716,0.0000042012252,0.0000015381203,0.0000061035544,0.00007006979,0.000007374167,0.00043740193],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995332,0.000096534786,0.000048132322,0.00009034594,0.00012482336,0.00010693113],"domain_scores_gemma":[0.99959964,0.00011501896,0.00010190776,0.000030116495,0.00009207846,0.00006127994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004488625,0.00047543534,0.00048265603,0.00035864022,0.0003999311,0.0006043026,0.0002908796,0.00025862237,0.0016603305],"category_scores_gemma":[0.0007470581,0.0001505166,0.00024307056,0.00039015952,0.00025741107,0.00059183274,0.000525773,0.0002532334,0.00028186015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021141798,0.00039860627,0.0077679707,0.0002928061,0.000036280813,0.00008594095,0.00024377248,0.008986703,0.9640724,0.00015651675,0.00009934115,0.015745515],"study_design_scores_gemma":[0.000024520199,0.0023550065,0.0096864365,0.000008804688,0.000025943233,0.000037024536,0.00018327487,0.0055536143,0.9813508,0.000029578669,0.0007323469,0.000012595473],"about_ca_topic_score_codex":0.002575891,"about_ca_topic_score_gemma":0.0039477707,"teacher_disagreement_score":0.002575891,"about_ca_system_score_codex":0.0005472515,"about_ca_system_score_gemma":0.00025997392,"threshold_uncertainty_score":0.0055543184},"labels":[],"label_agreement":null},{"id":"W4413898615","doi":"10.1051/e3sconf/202564405003","title":"Feedback on long-term integrity of Multi-linear drainage geocomposites installed on landfill final covers after 10 and 12 years of operation","year":2025,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Term (time); Drainage; Environmental science; Ecology","score_opus":0.025122539085488386,"score_gpt":0.27286224156796035,"score_spread":0.24773970248247196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413898615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99822575,0.00011745494,0.00057641143,0.000014166357,0.000006832474,0.000008695073,0.00035984526,0.000035571553,0.00065536785],"genre_scores_gemma":[0.99852043,0.000050671646,0.00025136283,0.000009705232,0.000002234574,0.0000065007766,0.00029788198,0.000012350751,0.00084881176],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995158,0.00003641025,0.000022925211,0.00009322776,0.00023911482,0.00009258433],"domain_scores_gemma":[0.99864525,0.00021459482,0.00026161718,0.00009654658,0.00071418524,0.00006782737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008595036,0.00047115324,0.00040088862,0.0006719778,0.00040269172,0.0006237785,0.0002875482,0.0005083757,0.0026702972],"category_scores_gemma":[0.0012533572,0.0001612122,0.00031664543,0.00043516114,0.00040280147,0.0005704239,0.00043638097,0.0003581598,0.0006099426],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020891842,0.00024942862,0.12994717,0.00024606744,0.0000712179,0.0006521224,0.0010760021,0.0052666063,0.80938023,0.00015194775,0.00064777397,0.05022221],"study_design_scores_gemma":[0.000018770565,0.0020242296,0.3535265,0.00004712578,0.00012523613,0.00030946088,0.0016952069,0.00520517,0.63260174,0.00017525892,0.004215671,0.000055604105],"about_ca_topic_score_codex":0.0041692606,"about_ca_topic_score_gemma":0.0071218736,"teacher_disagreement_score":0.0041692606,"about_ca_system_score_codex":0.0005981996,"about_ca_system_score_gemma":0.00026005277,"threshold_uncertainty_score":0.008933008},"labels":[],"label_agreement":null},{"id":"W4414036924","doi":"10.1016/j.wasman.2025.115104","title":"Most landfill methane emissions Escape detection in EPA21 surface emission monitoring surveys","year":2025,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"St. Francis Xavier University","funders":"Natural Resources Canada","keywords":"Methane; Methane emissions; Environmental science; Landfill gas; Environmental engineering; Waste management; Environmental chemistry; Engineering; Chemistry","score_opus":0.010774152927818172,"score_gpt":0.24891021335637833,"score_spread":0.23813606042856017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414036924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894818,0.00007790765,0.0075993743,0.000030681957,0.0000035992882,0.0000781308,0.00042486718,0.00007857638,0.0022249722],"genre_scores_gemma":[0.9894805,0.000088546585,0.008928343,0.00003291058,0.0000032499827,0.000100301324,0.0006693722,0.000013144456,0.00068364415],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9971718,0.00083014276,0.0001596789,0.00035967605,0.0011843281,0.00029438818],"domain_scores_gemma":[0.99775875,0.0006232195,0.0006916985,0.00019600215,0.0006839765,0.00004641336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026124178,0.00042091892,0.00044567764,0.00091645075,0.00033200046,0.00060295494,0.00042117405,0.00039305404,0.0005910162],"category_scores_gemma":[0.0041605383,0.00020180072,0.00035491242,0.0016138224,0.000277267,0.0006596014,0.0008071309,0.00018387589,0.0002826144],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002904083,0.00013670484,0.8998955,0.00015129798,0.00006922449,0.0001456204,0.0007126032,0.003264831,0.026166055,0.00019371341,0.0003580296,0.06861604],"study_design_scores_gemma":[0.0000075336525,0.0006093635,0.95791817,0.00005582703,0.00005591574,0.00018272764,0.0014659178,0.008739036,0.027187187,0.00022947372,0.0035261232,0.000022815711],"about_ca_topic_score_codex":0.0060037263,"about_ca_topic_score_gemma":0.02294048,"teacher_disagreement_score":0.0060037263,"about_ca_system_score_codex":0.00044339278,"about_ca_system_score_gemma":0.00044044986,"threshold_uncertainty_score":0.013815939},"labels":[],"label_agreement":null},{"id":"W4414244379","doi":"10.1680/jgein.25.00043","title":"Blended polyolefin geomembrane degradation in water and extreme pH mining environments","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Polyolefin; High-density polyethylene; Ultimate tensile strength; Polyethylene; Degradation (telecommunications); Leaching (pedology)","score_opus":0.012392540493304693,"score_gpt":0.2281607773006383,"score_spread":0.21576823680733362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414244379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992482,0.00012509375,0.00035255507,0.000009302337,0.0000040552995,0.0000067471533,0.00007731567,0.000011564444,0.00016512061],"genre_scores_gemma":[0.99812645,0.00020806765,0.0008050562,0.00001472517,0.0000021798896,0.000015819196,0.00012309896,0.0000071776185,0.00069740345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998852,0.000012119089,0.000009305312,0.000028687155,0.000031843152,0.000032844782],"domain_scores_gemma":[0.99991643,0.000010936545,0.000027544465,0.000004205555,0.000026012778,0.000014887054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017266719,0.00037567382,0.00025998484,0.00016436543,0.00013405943,0.00025785025,0.00016536776,0.00038415837,0.0004521816],"category_scores_gemma":[0.00020153825,0.00012599646,0.00021506014,0.00018201483,0.00015747575,0.00041319043,0.00026307398,0.00038889953,0.00012686918],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000116635034,0.000013487021,0.00036930921,0.000031145195,0.0000044556728,0.00004179967,0.000023531451,0.00014003734,0.9983216,0.000014350055,0.0000081692515,0.000915523],"study_design_scores_gemma":[0.0000054868274,0.00034919963,0.0034078741,0.0000066141306,0.000012341384,0.00005347444,0.00006967016,0.00052863493,0.99508625,0.000017968736,0.0004561264,0.0000064340693],"about_ca_topic_score_codex":0.0008401505,"about_ca_topic_score_gemma":0.001353312,"teacher_disagreement_score":0.0008401505,"about_ca_system_score_codex":0.00021310507,"about_ca_system_score_gemma":0.00014890093,"threshold_uncertainty_score":0.0016704798},"labels":[],"label_agreement":null},{"id":"W4414420897","doi":"10.1016/j.hazadv.2025.100898","title":"Long-term hydraulic and containment response of geosynthetic clay liners to PFAS-impacted leachates","year":2025,"lang":"en","type":"article","venue":"Journal of Hazardous Materials Advances","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Leachate; Geosynthetic clay liner; Hydraulic conductivity; Sorption; Geomembrane; Activated carbon; Effluent","score_opus":0.005460876664540283,"score_gpt":0.26084444984552535,"score_spread":0.2553835731809851,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414420897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946195,0.000047308626,0.00030964433,0.000009965706,0.0000014776539,0.0000087738545,0.000049326558,0.000011751008,0.00009983738],"genre_scores_gemma":[0.99796224,0.00011825216,0.0007478579,0.000020660207,0.0000022412662,0.00001629672,0.00013612714,0.000008811851,0.0009874634],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972385,0.000032086777,0.000017662991,0.0000622594,0.000103093116,0.00006105625],"domain_scores_gemma":[0.99978274,0.000030017254,0.00006147134,0.0000137005545,0.0000791699,0.000032926593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023063883,0.00031234234,0.0003213048,0.00016703428,0.00020312288,0.00037970513,0.00021886783,0.00029085577,0.00063473673],"category_scores_gemma":[0.00050785823,0.00014881209,0.00022823189,0.00017741242,0.00032777234,0.00032298107,0.00032834127,0.00023867298,0.00019238591],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012166234,0.000016635797,0.001459438,0.000025164405,0.000007312896,0.000029447203,0.000046367746,0.0002470631,0.9966633,0.000006386833,0.000009422911,0.0013677495],"study_design_scores_gemma":[0.000006103089,0.0008501619,0.022356119,0.000004026036,0.000018800685,0.00005705665,0.00022529678,0.001319468,0.97451854,0.000013200689,0.000614796,0.000016372043],"about_ca_topic_score_codex":0.0039956756,"about_ca_topic_score_gemma":0.0071775103,"teacher_disagreement_score":0.0039956756,"about_ca_system_score_codex":0.0005363014,"about_ca_system_score_gemma":0.00024296237,"threshold_uncertainty_score":0.007944882},"labels":[],"label_agreement":null},{"id":"W4414423851","doi":"10.1016/j.jenvman.2025.127399","title":"Numerical investigation of gas distribution layer (GDL) influence on methane removal efficiency in engineered methane oxidation biosystems (MOBs)","year":2025,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Methane; Multiphysics; Greenhouse gas; Landfill gas; Flux (metallurgy); Carbon dioxide; Permeability (electromagnetism); Anaerobic oxidation of methane; Residence time distribution","score_opus":0.007538303675583193,"score_gpt":0.225811904483146,"score_spread":0.2182736008075628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414423851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97920305,0.0002524869,0.008001485,0.00029246983,0.000051972347,0.000023550854,0.0005060715,0.0001192593,0.011549764],"genre_scores_gemma":[0.99692935,0.000060490685,0.0021383276,0.000019323477,0.0000025309882,0.00001223477,0.00007097686,0.0000095790165,0.0007573092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999224,0.000013398116,0.0000033716071,0.000012950702,0.000017754424,0.000030208876],"domain_scores_gemma":[0.99950814,0.00031323804,0.000059549282,0.000025685158,0.00006960555,0.000023781362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019092711,0.00023983888,0.00028174702,0.00026215133,0.0003696659,0.0004920189,0.00037181922,0.00086128264,0.0025448485],"category_scores_gemma":[0.0009799266,0.00015697652,0.00034449945,0.00028717806,0.00035095445,0.0003038777,0.00032146627,0.00042808393,0.00014389744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022659295,0.00017539294,0.0088248,0.0002014827,0.000035621346,0.00026175924,0.000096521006,0.9518288,0.02759788,0.0027451003,0.0009432108,0.0070628235],"study_design_scores_gemma":[0.000015827021,0.00007744362,0.0016765529,0.00001160821,0.000011400536,0.000020206597,0.00007367472,0.9929281,0.0045029195,0.0002837358,0.0003882816,0.000010309127],"about_ca_topic_score_codex":0.011824041,"about_ca_topic_score_gemma":0.007998809,"teacher_disagreement_score":0.011824041,"about_ca_system_score_codex":0.00046761616,"about_ca_system_score_gemma":0.00036387736,"threshold_uncertainty_score":0.023510456},"labels":[],"label_agreement":null},{"id":"W4415122926","doi":"10.47760/cognizance.2025.v05i10.002","title":"The History of Landfills and Landfill Gas Management in Canada","year":2025,"lang":"en","type":"article","venue":"Cognizance Journal of Multidisciplinary Studies","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Nova scotia; Incineration; Landfill gas; Waste collection; Solid waste management; Garbage","score_opus":0.01299772955408821,"score_gpt":0.2545747560907671,"score_spread":0.24157702653667887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415122926","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03807549,0.74145246,0.002085826,0.046710797,0.0012049212,0.00007576887,0.00214588,0.00011414199,0.1681347],"genre_scores_gemma":[0.3307886,0.6181455,0.0027687256,0.006603994,0.00032392735,0.000042826337,0.0008793124,0.00006331338,0.040383793],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99663144,0.00030664873,0.00017974005,0.0003104611,0.0018778259,0.00069383817],"domain_scores_gemma":[0.9945551,0.0005583911,0.00043935902,0.0000755448,0.0038669643,0.00050454465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018950377,0.0004989673,0.00047376016,0.0068037347,0.006387031,0.006314212,0.0014477327,0.0012497754,0.006234044],"category_scores_gemma":[0.0035545893,0.0004788721,0.00046886902,0.023766102,0.005361798,0.0025269228,0.0018802912,0.0018738197,0.00039211597],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019144981,0.00010863715,0.020465735,0.0051349336,0.00008450428,0.0018562386,0.011851529,0.0045856596,0.0011943262,0.19791266,0.0779113,0.678703],"study_design_scores_gemma":[0.0000038851913,0.00003306822,0.024440644,0.0020981228,0.00003890785,0.00024545394,0.0072483188,0.00038588193,0.0007415786,0.002907554,0.96179116,0.00006541441],"about_ca_topic_score_codex":0.9906375,"about_ca_topic_score_gemma":0.9950088,"teacher_disagreement_score":0.17332847,"about_ca_system_score_codex":0.17332847,"about_ca_system_score_gemma":0.2102341,"threshold_uncertainty_score":0.9588218},"labels":[],"label_agreement":null},{"id":"W4415612879","doi":"10.1680/jgein.25.00100","title":"Design of geomembrane specimen for biaxial tensile testing","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Ultimate tensile strength; Geosynthetics; Geomembrane; Stress (linguistics); Tensile testing; Adhesive; Finite element method","score_opus":0.030267663386492113,"score_gpt":0.2674915318375772,"score_spread":0.23722386845108506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415612879","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4637899,0.00051582325,0.51866806,0.0002319183,0.00022826855,0.0014009338,0.0017910964,0.001385185,0.011988833],"genre_scores_gemma":[0.7011712,0.00024226407,0.29358464,0.000038547736,0.000013046433,0.001283606,0.0008446281,0.00015058464,0.002671401],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99929094,0.00006851499,0.00006310236,0.00010968009,0.0004024389,0.00006527479],"domain_scores_gemma":[0.9991393,0.000098203294,0.00017342287,0.00021362994,0.00031243902,0.0000629779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014783484,0.0006224966,0.00041676656,0.0004818435,0.0003472786,0.00046664008,0.0009576912,0.00082488917,0.0024726866],"category_scores_gemma":[0.0012808321,0.00035280068,0.0002794405,0.00032446274,0.00044724892,0.0004131345,0.0005814903,0.00045863804,0.001135628],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018795743,0.000112956724,0.002581321,0.0005774927,0.000015010267,0.00029389447,0.00013457779,0.07246996,0.89137584,0.0028153541,0.0009723922,0.028463261],"study_design_scores_gemma":[0.000054103424,0.0016251783,0.012076602,0.00009276351,0.00003672612,0.0004927223,0.00022737285,0.17579114,0.78775156,0.001397142,0.020339455,0.000115303024],"about_ca_topic_score_codex":0.00034959105,"about_ca_topic_score_gemma":0.00126593,"teacher_disagreement_score":0.0024726866,"about_ca_system_score_codex":0.00038044373,"about_ca_system_score_gemma":0.00092138053,"threshold_uncertainty_score":0.008271992},"labels":[],"label_agreement":null},{"id":"W4415823789","doi":"10.2139/ssrn.5700100","title":"Methane Mitigation Potential of Industrial Compost Overs: Laboratory Screening for Use in Landfill Methane Oxidation Biosystems (MOBs)","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Compost; Methane; Landfill gas; Anaerobic oxidation of methane; Green waste; Methane gas; Biogas; Porosity","score_opus":0.02636926582648114,"score_gpt":0.2671976784109737,"score_spread":0.24082841258449256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415823789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751484,0.00014758644,0.0010276036,0.00004857698,0.0000082577435,0.00003415608,0.00029898895,0.000030376266,0.0008897486],"genre_scores_gemma":[0.99646145,0.00022175917,0.0017073263,0.000017865974,0.0000055473924,0.000038264094,0.00035315324,0.000010633055,0.0011839462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960667,0.00010067348,0.000013490145,0.000067051165,0.00012362494,0.00008861667],"domain_scores_gemma":[0.9996848,0.00008866298,0.00005111219,0.000025877856,0.0000995265,0.000050059483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006871727,0.0004813291,0.0002837321,0.0004331671,0.0005935656,0.00056950224,0.00034745262,0.0005422475,0.0019035635],"category_scores_gemma":[0.00073374243,0.00012778197,0.0003546138,0.00031816025,0.00029725506,0.0003494476,0.00049284217,0.00036631603,0.0003605703],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007186505,0.00040429572,0.0055038068,0.00015407584,0.000018674396,0.00005891824,0.00010803929,0.00094818143,0.9804741,0.00012830092,0.00013480554,0.011348171],"study_design_scores_gemma":[0.00001396622,0.0015788845,0.003094592,0.000011235398,0.00002942525,0.000034858742,0.00015994412,0.0013274876,0.9929898,0.00007172173,0.00068199384,0.0000060815164],"about_ca_topic_score_codex":0.0030347838,"about_ca_topic_score_gemma":0.0039999704,"teacher_disagreement_score":0.0030347838,"about_ca_system_score_codex":0.000588948,"about_ca_system_score_gemma":0.0009497871,"threshold_uncertainty_score":0.006368041},"labels":[],"label_agreement":null},{"id":"W4415929074","doi":"10.1038/s41586-025-09683-8","title":"Global satellite survey reveals uncertainty in landfill methane emissions","year":2025,"lang":"en","type":"article","venue":"Nature","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"GHGSat (Canada)","funders":"","keywords":"Methane; Greenhouse gas; Methane emissions; Satellite; Municipal solid waste; Atmospheric methane; Natural gas","score_opus":0.010039179163646494,"score_gpt":0.29384802223625267,"score_spread":0.2838088430726062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415929074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995688,0.00013035352,0.0005410774,0.00006676901,0.0000020604075,0.0000034003208,0.0027075708,0.000035720648,0.00082505285],"genre_scores_gemma":[0.9962555,0.00007551003,0.000449855,0.000018818639,0.00000308076,0.0000049139735,0.0031040928,0.0000058399028,0.00008226364],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995065,0.00015265554,0.00003394648,0.00010327772,0.00014230119,0.000061375584],"domain_scores_gemma":[0.9978223,0.00060379296,0.00074455375,0.00032876653,0.00042028134,0.00008037439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010761459,0.00022299074,0.00025093905,0.0012552806,0.00015603963,0.00043372306,0.0002745965,0.00024415017,0.00060091424],"category_scores_gemma":[0.0018551588,0.000107953994,0.00033627648,0.0030958785,0.00030383948,0.00040645024,0.0005386175,0.00013689256,0.00020489999],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011405075,0.000024026329,0.9727039,0.000064412816,0.00017389702,0.000089158646,0.00028947685,0.009078644,0.003787667,0.0002513069,0.0007025294,0.012720989],"study_design_scores_gemma":[0.000003224666,0.000028157641,0.99015814,0.0000151840995,0.00003096977,0.00004323073,0.0005348079,0.005586944,0.0014713441,0.00018455432,0.0019322524,0.000011133383],"about_ca_topic_score_codex":0.019226106,"about_ca_topic_score_gemma":0.023091683,"teacher_disagreement_score":0.019226106,"about_ca_system_score_codex":0.00047895743,"about_ca_system_score_gemma":0.0002779594,"threshold_uncertainty_score":0.038228393},"labels":[],"label_agreement":null},{"id":"W4416077496","doi":"10.1021/acsestair.5c00127","title":"Comparison of Landfill Methane Emission Quantification Using Multiple Observation Methods","year":2025,"lang":"en","type":"article","venue":"ACS ES&T Air","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto; Environment and Climate Change Canada","funders":"Office of Energy Research and Development; Natural Sciences and Engineering Research Council of Canada; Natural Resources Canada; Canadian Space Agency; European Space Agency; Environment and Climate Change Canada; Canada Foundation for Innovation; Ontario Research Foundation","keywords":"Methane; Methane emissions; Range (aeronautics); Greenhouse gas; Landfill gas; Environmental monitoring; Software deployment","score_opus":0.1063894381527298,"score_gpt":0.4154742713176754,"score_spread":0.3090848331649456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416077496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9507932,0.00080527086,0.040759295,0.000110360204,0.00002583354,0.00011662744,0.0016072246,0.0006301982,0.0051519694],"genre_scores_gemma":[0.95081174,0.0005335536,0.045890108,0.000042121166,0.000012055562,0.00011240648,0.0013850523,0.000074108335,0.0011389077],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99898475,0.00014131874,0.000052949723,0.00020581689,0.00051088264,0.0001041727],"domain_scores_gemma":[0.99881256,0.0002803994,0.00016413961,0.00008238673,0.00063362054,0.000026807349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015921907,0.00066928094,0.0003973263,0.00166496,0.00034691725,0.00060253043,0.00067290734,0.00039109925,0.0007291787],"category_scores_gemma":[0.0021522392,0.00029188805,0.000508296,0.0013461829,0.00022239558,0.0006356827,0.0005113476,0.00022406019,0.00017538031],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016560218,0.00038673458,0.38862637,0.000947964,0.0010324329,0.00019810029,0.0010408985,0.081113,0.1336998,0.001025612,0.002207644,0.38806537],"study_design_scores_gemma":[0.00007134194,0.0003793498,0.63561505,0.00009157377,0.00046860825,0.00018711662,0.00089681003,0.25317353,0.10253139,0.00040057217,0.006006391,0.0001782072],"about_ca_topic_score_codex":0.109063625,"about_ca_topic_score_gemma":0.20551698,"teacher_disagreement_score":0.109063625,"about_ca_system_score_codex":0.0018022396,"about_ca_system_score_gemma":0.00089011184,"threshold_uncertainty_score":0.21685761},"labels":[],"label_agreement":null},{"id":"W4416111126","doi":"10.2139/ssrn.5735871","title":"Landfill gas loading ramp-up strategies: acclimatization optimization and long-term oxidation capacity of methane oxidation biosystems","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Methane; Acclimatization; Anaerobic oxidation of methane; Greenhouse gas; Landfill gas; Volumetric flow rate; Exponential function; Methane gas","score_opus":0.015790904462437232,"score_gpt":0.2576980483942089,"score_spread":0.24190714393177168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416111126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99732864,0.00030809332,0.0015433613,0.00003442411,0.000008127713,0.000013076913,0.00013755457,0.00004406855,0.0005826996],"genre_scores_gemma":[0.99880564,0.00011528811,0.00056330266,0.0000072637927,0.000001728174,0.000010166665,0.00012337048,0.0000070801493,0.0003661358],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998186,0.000020547239,0.000013998536,0.000047065496,0.000037942456,0.00006192941],"domain_scores_gemma":[0.9998795,0.000027205275,0.000028910743,0.00001589352,0.000028757935,0.000019737425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031271717,0.00050565007,0.00046662253,0.00027667312,0.00024686096,0.00069510756,0.00035844432,0.00040965437,0.002047433],"category_scores_gemma":[0.00035433687,0.00013014024,0.000517617,0.00041522927,0.00018569684,0.00069662154,0.0004787883,0.0003803576,0.00032088725],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014287115,0.00038370807,0.0027455587,0.00016770944,0.000035966903,0.00006258548,0.00006143347,0.011664141,0.9621188,0.00013173107,0.00013970616,0.02105984],"study_design_scores_gemma":[0.00001439956,0.0012049046,0.011462833,0.000009890587,0.00006259198,0.000024185845,0.00012291326,0.017191216,0.96911746,0.00011052077,0.0006582114,0.000020796759],"about_ca_topic_score_codex":0.0019076703,"about_ca_topic_score_gemma":0.0022135528,"teacher_disagreement_score":0.002047433,"about_ca_system_score_codex":0.00062398065,"about_ca_system_score_gemma":0.0003486327,"threshold_uncertainty_score":0.006849289},"labels":[],"label_agreement":null},{"id":"W4416145139","doi":"10.1007/s11368-025-04188-3","title":"Diversity and composition of soil microbial communities on reclaimed underground natural gas pipeline rights-of-way of varying ages","year":2025,"lang":"en","type":"article","venue":"Journal of Soils and Sediments","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; University of Manitoba","funders":"Mitacs","keywords":"Land reclamation; Metagenomics; Natural gas; Microbial population biology; Soil water; Composition (language); Natural (archaeology); Pipeline transport","score_opus":0.014664532996212619,"score_gpt":0.23438032807518203,"score_spread":0.2197157950789694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416145139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996635,0.000012649751,0.00003084554,0.0000019565941,4.92867e-7,0.0000013231607,0.00013579158,8.1184044e-7,0.00015274898],"genre_scores_gemma":[0.9991856,0.000025919058,0.00006850078,0.0000036007414,7.779311e-7,0.0000031382813,0.0002128934,9.1194806e-7,0.0004985894],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986315,0.000011567103,0.000009756114,0.000047429327,0.000020804968,0.000047231755],"domain_scores_gemma":[0.99978274,0.00002835547,0.00006248823,0.000008479733,0.000065110464,0.000052948373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000961997,0.00020534103,0.00019591757,0.00060044765,0.00031303783,0.00042295983,0.00016296358,0.0002391607,0.0012003754],"category_scores_gemma":[0.00026623154,0.00012691408,0.00020601429,0.0004899732,0.00027465072,0.00040635126,0.0003670139,0.00018642563,0.00020215161],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014132481,0.0002002469,0.5979287,0.00007534632,0.000054518077,0.00032159692,0.0019687838,0.00040502477,0.38470027,0.00012073767,0.000066585475,0.012744902],"study_design_scores_gemma":[0.0000025071488,0.0002749828,0.9869566,0.000004995542,0.0000208377,0.00012770071,0.0015396352,0.00033755047,0.010407992,0.000029865998,0.00028981274,0.0000075882103],"about_ca_topic_score_codex":0.007874464,"about_ca_topic_score_gemma":0.012737462,"teacher_disagreement_score":0.007874464,"about_ca_system_score_codex":0.00024786187,"about_ca_system_score_gemma":0.00021568438,"threshold_uncertainty_score":0.015657246},"labels":[],"label_agreement":null},{"id":"W4416241412","doi":"10.31223/x5444j","title":"Canada's Landfill Methane Inventories: The Challenge of Accurate Modeled and Measurement-Based Emissions","year":2025,"lang":"","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Environment and Climate Change Canada","keywords":"Methane; Greenhouse gas; Methane emissions; Arid; Climate change; Climate model; Atmospheric methane; Yield (engineering)","score_opus":0.03159024888447049,"score_gpt":0.24705484666057528,"score_spread":0.2154645977761048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416241412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8997482,0.0029663472,0.046341117,0.0037523787,0.00007475025,0.00027346835,0.035088114,0.0012002167,0.010555442],"genre_scores_gemma":[0.96240246,0.001001148,0.028544607,0.00025546312,0.000013789292,0.00009718449,0.006997597,0.00009202559,0.0005957503],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99675375,0.0006218782,0.00019261012,0.00032856924,0.0017003773,0.0004027675],"domain_scores_gemma":[0.9923024,0.0013397109,0.000761118,0.00069457595,0.0046346444,0.0002676014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004614964,0.0007955131,0.000556254,0.00175401,0.001795902,0.002514295,0.0020709212,0.0004104933,0.000407211],"category_scores_gemma":[0.013308357,0.00039064258,0.0006536794,0.0051026233,0.0006787614,0.001350329,0.0009410236,0.000711472,0.000095065894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022946374,0.00015918273,0.53535897,0.0006648234,0.00074566586,0.00015137855,0.0012147154,0.30178493,0.0039090575,0.0076342165,0.012291429,0.13585614],"study_design_scores_gemma":[0.000075787655,0.00007131864,0.5414286,0.00052133435,0.00025758156,0.000078680605,0.002373178,0.41043785,0.008720198,0.003952412,0.03184931,0.00023365467],"about_ca_topic_score_codex":0.99136376,"about_ca_topic_score_gemma":0.9921995,"teacher_disagreement_score":0.04194108,"about_ca_system_score_codex":0.04194108,"about_ca_system_score_gemma":0.058288347,"threshold_uncertainty_score":0.30430526},"labels":[],"label_agreement":null},{"id":"W4416339618","doi":"10.1016/j.ymssp.2025.113605","title":"Independent determination of compactometer value from a compaction roller","year":2025,"lang":"en","type":"article","venue":"Mechanical Systems and Signal Processing","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada; Federal Highway Administration; Delaware Department of Transportation; National Research Council; University of Delaware","keywords":"Compaction; Process (computing); Levee; Value (mathematics); Workflow","score_opus":0.014563661733220514,"score_gpt":0.2538082104253951,"score_spread":0.23924454869217457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416339618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80864716,0.0013895183,0.16807976,0.00018299455,0.0006274932,0.00078804005,0.0052683083,0.002899452,0.012117392],"genre_scores_gemma":[0.9118254,0.00049987226,0.079279296,0.00021459644,0.00008924458,0.0006547203,0.0024633703,0.000410115,0.0045633917],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9957474,0.00038675126,0.00022774388,0.00082983566,0.0026294847,0.0001788092],"domain_scores_gemma":[0.9956318,0.0007551898,0.00069035933,0.00055477774,0.0022461675,0.000121612844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001669568,0.0012233107,0.0009009015,0.0022782679,0.0005614982,0.0012923275,0.0009633711,0.00085804006,0.0026236998],"category_scores_gemma":[0.0065259268,0.00041027734,0.00050587807,0.002313117,0.00069463276,0.0009287821,0.0010072395,0.00088995404,0.0019125238],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009916557,0.0004603138,0.22649913,0.0015032877,0.00022530527,0.00063913275,0.0025957024,0.0028091755,0.5086178,0.0014463649,0.007969877,0.24624223],"study_design_scores_gemma":[0.00010572285,0.0017421172,0.41122696,0.0004248299,0.00042470006,0.0012418049,0.0026434485,0.024449516,0.5170922,0.0014052945,0.038890827,0.00035255574],"about_ca_topic_score_codex":0.001485158,"about_ca_topic_score_gemma":0.004925368,"teacher_disagreement_score":0.0026236998,"about_ca_system_score_codex":0.00040795346,"about_ca_system_score_gemma":0.00069529074,"threshold_uncertainty_score":0.008829653},"labels":[],"label_agreement":null},{"id":"W4416396625","doi":"10.21203/rs.3.rs-8093549/v1","title":"Biochar greatly enhances methane oxidation in urban green roof substrate","year":2025,"lang":"","type":"preprint","venue":"Research Square","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biochar; Methane; Moisture; Greenhouse gas; Green roof; Substrate (aquarium); Stormwater; Charcoal; Sink (geography)","score_opus":0.05899909823416326,"score_gpt":0.37370084734055337,"score_spread":0.3147017491063901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416396625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986777,0.00012043019,0.00025735472,0.000014434397,0.000009794495,0.0000032166975,0.00010504979,0.000019047118,0.00079298543],"genre_scores_gemma":[0.99880683,0.000079886166,0.00018711557,0.000007926255,0.000002206441,0.0000016184779,0.00008993037,0.000009324113,0.0008151863],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989283,0.000009701866,0.0000036295082,0.00002323449,0.000024609228,0.000046134563],"domain_scores_gemma":[0.99994755,0.000013296468,0.000008076206,0.0000072275575,0.000010201923,0.000013575589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008333631,0.00024749443,0.00022387417,0.00019222457,0.00015689063,0.00032833562,0.00018109664,0.00028767792,0.0019823045],"category_scores_gemma":[0.000118119635,0.00012580246,0.00022821687,0.0001846148,0.00013590085,0.00014321356,0.00017206697,0.00023252294,0.00034904457],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031599333,0.0000276523,0.0005443093,0.000041261457,0.000008874338,0.00004380767,0.000011829634,0.00031008013,0.9973431,0.000027445038,0.000032833974,0.0012926675],"study_design_scores_gemma":[0.0000052604064,0.00015884437,0.0026440623,0.0000018787762,0.000009427967,0.00001782652,0.000026817595,0.0004735838,0.996372,0.0000096921485,0.00027915064,0.0000015803479],"about_ca_topic_score_codex":0.0015220252,"about_ca_topic_score_gemma":0.0040079723,"teacher_disagreement_score":0.0019823045,"about_ca_system_score_codex":0.00016243642,"about_ca_system_score_gemma":0.00016611368,"threshold_uncertainty_score":0.006631434},"labels":[],"label_agreement":null},{"id":"W4416525055","doi":"10.1016/j.geotexmem.2025.11.002","title":"Cold temperature behaviour of polyethylene geomembranes","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation; Terrafix Geosynthetics","keywords":"Geomembrane; Polyethylene; Glass transition; Linear low-density polyethylene; Ultimate tensile strength; High-density polyethylene; Transition temperature; Surface energy","score_opus":0.0026550484346263325,"score_gpt":0.20191811813594635,"score_spread":0.19926306970132002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416525055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99872667,0.00025704576,0.00032447735,0.000020540541,0.00000742389,0.000003416141,0.000101984646,0.000009414141,0.0005490707],"genre_scores_gemma":[0.9988464,0.000095140385,0.0000736926,0.000009546771,0.0000018859798,0.0000024023605,0.0000971563,0.0000045998704,0.0008690487],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974257,0.000029874287,0.000011455464,0.000045524273,0.000085234045,0.00008534597],"domain_scores_gemma":[0.9995633,0.0001290683,0.000108446715,0.00003588677,0.0001366199,0.000026630405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025994098,0.00017070945,0.00017287757,0.00022889329,0.00022201719,0.00029758882,0.00018934514,0.00031957842,0.0026531492],"category_scores_gemma":[0.0006660342,0.00010264764,0.00024141939,0.00025192837,0.00030043785,0.00061686605,0.00023121019,0.00032945597,0.00039153048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017031754,0.000058564074,0.0038321572,0.00011189121,0.000019969844,0.00014750201,0.00027341535,0.0033532027,0.98495656,0.0004135696,0.0002629332,0.004867149],"study_design_scores_gemma":[0.0000100817515,0.00090729323,0.014733285,0.000013765764,0.000013501532,0.00007751404,0.00025264113,0.0034260456,0.97867775,0.00007508857,0.001796146,0.000016968503],"about_ca_topic_score_codex":0.0012799047,"about_ca_topic_score_gemma":0.0008333962,"teacher_disagreement_score":0.0026531492,"about_ca_system_score_codex":0.00035206234,"about_ca_system_score_gemma":0.00013473108,"threshold_uncertainty_score":0.008875668},"labels":[],"label_agreement":null},{"id":"W4416544329","doi":"10.2139/ssrn.5787795","title":"Thermal Performance and Resilience of Methane Oxidation Biosystems (MOBs) in Cold Regions: Insights from Numerical Modelling","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Anaerobic oxidation of methane; Methane; Aeration; Landfill gas; Biofilter; Methanotroph; Resilience (materials science)","score_opus":0.011474310617131611,"score_gpt":0.22631901839792826,"score_spread":0.21484470778079665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416544329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99338335,0.00018741895,0.003608458,0.00013977988,0.0000084350795,0.000006001978,0.00014697907,0.0000405622,0.0024789597],"genre_scores_gemma":[0.99935347,0.000075339805,0.0002393308,0.0000051027823,0.0000027513775,0.0000040088735,0.00004453399,0.000007365505,0.00026804136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999002,0.000017394425,0.000005325275,0.000027214428,0.00001584282,0.000033888253],"domain_scores_gemma":[0.9996935,0.00017144028,0.000044049662,0.00003208568,0.000028316997,0.00003056654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003166071,0.00037654868,0.00048124467,0.00041469999,0.0004734288,0.0011050054,0.00049913785,0.00085237744,0.0013892904],"category_scores_gemma":[0.0012123337,0.0002978917,0.00042520976,0.00048224302,0.0009475134,0.0009434107,0.000712299,0.0004478951,0.00023721105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009058551,0.000042858952,0.009308684,0.000033562064,0.000020786658,0.00006547326,0.00008625112,0.97346514,0.012245851,0.0019308827,0.00012708915,0.0025829421],"study_design_scores_gemma":[0.000012153431,0.00006404949,0.009071895,0.000010951965,0.000015547486,0.000022173765,0.0001415209,0.98375666,0.0037940976,0.0028372202,0.0002507041,0.00002294198],"about_ca_topic_score_codex":0.015898101,"about_ca_topic_score_gemma":0.0060191955,"teacher_disagreement_score":0.015898101,"about_ca_system_score_codex":0.0009803468,"about_ca_system_score_gemma":0.00046057362,"threshold_uncertainty_score":0.031611145},"labels":[],"label_agreement":null},{"id":"W4416865575","doi":"10.2139/ssrn.5840271","title":"Design considerations for methane oxidation biosystems: insights from recent laboratory and field investigations","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Methane; Anaerobic oxidation of methane; Moisture; Biofilter; Greenhouse gas; Field (mathematics)","score_opus":0.027365544147755893,"score_gpt":0.26079057110157094,"score_spread":0.23342502695381506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416865575","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36187664,0.016818687,0.57718694,0.008958353,0.0003988003,0.0006428164,0.00046803526,0.0008685254,0.032781176],"genre_scores_gemma":[0.81558365,0.008070509,0.16742103,0.00093625963,0.00011445002,0.0004507872,0.00036143785,0.00021376491,0.0068481397],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975483,0.000849354,0.00010765554,0.00032167666,0.00097144337,0.00020164365],"domain_scores_gemma":[0.9965444,0.0018994457,0.00028344104,0.00033138786,0.0007983359,0.00014299608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0048111314,0.00095933414,0.0011002268,0.0006679247,0.0011974894,0.003185188,0.001746516,0.0023020555,0.003483401],"category_scores_gemma":[0.005322389,0.00055954664,0.0005515395,0.00070685206,0.0017180527,0.0018315502,0.0010978298,0.0020014732,0.0011013555],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010801621,0.0010123575,0.009537794,0.0043218643,0.00018381677,0.00086795323,0.0010905288,0.12109515,0.513606,0.08771761,0.0030976278,0.25638917],"study_design_scores_gemma":[0.0003335515,0.008353991,0.006445013,0.00033601274,0.00038113305,0.0013078713,0.0025168415,0.1561456,0.5689777,0.1443333,0.11064227,0.0002267351],"about_ca_topic_score_codex":0.001836588,"about_ca_topic_score_gemma":0.0038770775,"teacher_disagreement_score":0.0048111314,"about_ca_system_score_codex":0.0020755306,"about_ca_system_score_gemma":0.0022572672,"threshold_uncertainty_score":0.02544403},"labels":[],"label_agreement":null},{"id":"W4417023108","doi":"10.1080/1573062x.2025.2597939","title":"Modelling of hydraulic impacts arising from wipe-caused blockages in sewers","year":2025,"lang":"en","type":"article","venue":"Urban Water Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sanitary sewer; Combined sewer; Hydrology (agriculture); Hydraulic machinery","score_opus":0.014361348338812035,"score_gpt":0.2148066244909691,"score_spread":0.20044527615215707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417023108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97737384,0.00007815194,0.017258106,0.00012297934,0.000020430245,0.00005851647,0.0003552954,0.00013525484,0.0045975856],"genre_scores_gemma":[0.99673957,0.000073414114,0.0014608713,0.000008690345,0.0000032865041,0.000027909507,0.00009829188,0.000013917985,0.0015739882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997749,0.000048482052,0.000013311526,0.000044263645,0.00003939819,0.00007963832],"domain_scores_gemma":[0.99946827,0.00026364112,0.00007650197,0.00004333096,0.00008882775,0.000059421873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030106236,0.00046317233,0.00061359676,0.0005378989,0.0004866006,0.0010775502,0.0007917341,0.001353122,0.0018091765],"category_scores_gemma":[0.0010154427,0.00037276332,0.0006785965,0.00047453097,0.00067699066,0.0007860958,0.00064315455,0.00053274195,0.00015738493],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022604114,0.000027975835,0.002289408,0.000010581309,0.0000066527564,0.00005575355,0.000019064822,0.9945016,0.001544029,0.00029836336,0.000055775407,0.001168224],"study_design_scores_gemma":[0.0000062781983,0.000027903594,0.0010337988,0.0000030105691,0.0000057062443,0.00000887703,0.000037834987,0.99796164,0.0006227191,0.00016001245,0.00012734406,0.00000498516],"about_ca_topic_score_codex":0.028872933,"about_ca_topic_score_gemma":0.01881661,"teacher_disagreement_score":0.028872933,"about_ca_system_score_codex":0.0014564618,"about_ca_system_score_gemma":0.0014252478,"threshold_uncertainty_score":0.057409763},"labels":[],"label_agreement":null},{"id":"W4417187655","doi":"10.18280/acsm.490501","title":"Influence of Tile Waste on the Mechanical and Microstructural Properties of Clay-Bentonitic Soil","year":2025,"lang":"","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministère de l'Education Nationale, de l'Enseignement Superieur et de la Recherche","keywords":"Tile; Microstructure; Deformation (meteorology); Welding","score_opus":0.02301995554397557,"score_gpt":0.24582533865661257,"score_spread":0.222805383112637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417187655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942124,0.00020484896,0.000113890965,0.0000039994497,0.0000015419678,0.0000033780325,0.00003465881,0.0000034288244,0.00021304314],"genre_scores_gemma":[0.99911433,0.0002022152,0.00034078382,0.0000064729843,0.0000010696779,0.0000039775136,0.000052063977,0.000003262833,0.00027583138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984086,0.000028210461,0.000018091476,0.000022601753,0.00006189412,0.00002835314],"domain_scores_gemma":[0.9998234,0.00004096533,0.00006418101,0.000009932878,0.000034663764,0.000026949836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016685535,0.00028088392,0.00021156922,0.00025060168,0.00012265143,0.00031538427,0.00012393997,0.00017302384,0.0004881949],"category_scores_gemma":[0.00021999679,0.00011424694,0.00019186859,0.00020532226,0.0001692288,0.00018106883,0.00015504267,0.0002212501,0.00009137141],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015606341,0.00003661371,0.0022587485,0.00006740127,0.000011788595,0.000071174174,0.000024963692,0.00033817563,0.995135,0.000013209161,0.000006488889,0.0018802512],"study_design_scores_gemma":[0.0000035026164,0.000686805,0.020101558,0.000007970667,0.000024553794,0.00008986761,0.00008185411,0.000760861,0.9778697,0.000014789269,0.00035208656,0.000006438256],"about_ca_topic_score_codex":0.00090909284,"about_ca_topic_score_gemma":0.0027002245,"teacher_disagreement_score":0.00090909284,"about_ca_system_score_codex":0.00013591835,"about_ca_system_score_gemma":0.00013357455,"threshold_uncertainty_score":0.0018075705},"labels":[],"label_agreement":null},{"id":"W4417364042","doi":"10.1680/jgele.25.00035","title":"Morphology-driven saturated hydraulic conductivity in hydrophobised sands","year":2025,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Hong Kong","keywords":"Hydraulic conductivity; Particle (ecology); Particle size; Wax; Conductivity; Soil water","score_opus":0.006981399437595938,"score_gpt":0.2321661863457598,"score_spread":0.22518478690816388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417364042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985833,0.00008685369,0.0007785329,0.000013441882,0.0000046973705,0.00000845276,0.000105403924,0.000018486733,0.0004008077],"genre_scores_gemma":[0.99883634,0.00008047118,0.00050328445,0.000009335324,0.000001161242,0.000007979665,0.00010607246,0.000007630475,0.00044773184],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989796,0.000008635813,0.000006830135,0.000019428839,0.000037338836,0.000029886625],"domain_scores_gemma":[0.9998442,0.00004879179,0.00004184387,0.000010764549,0.000031043066,0.00002337473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000110887864,0.00016879401,0.00012981304,0.00019407042,0.00012002735,0.00029107186,0.00010558381,0.00016994613,0.00094980834],"category_scores_gemma":[0.0002919888,0.00019456532,0.00014273314,0.00013019014,0.00030097194,0.0002301786,0.00016327949,0.00032755776,0.00014201686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021318328,0.0000030908711,0.0001732154,0.000013251388,0.0000022250185,0.000017594977,0.000017299377,0.00008201021,0.99941456,0.000015645446,0.0000061716014,0.0002335612],"study_design_scores_gemma":[0.0000033996644,0.000055416287,0.0066231065,0.0000021021967,0.0000048847205,0.000032956035,0.000065991924,0.0010558435,0.9918521,0.000022936589,0.0002757202,0.000005610982],"about_ca_topic_score_codex":0.0011533569,"about_ca_topic_score_gemma":0.0023205015,"teacher_disagreement_score":0.0011533569,"about_ca_system_score_codex":0.000229961,"about_ca_system_score_gemma":0.00010965843,"threshold_uncertainty_score":0.0031774044},"labels":[],"label_agreement":null},{"id":"W4417475498","doi":"10.1139/cgj-2025-0348","title":"The influence of initial structure on the evolution of permeability functions of a lean clay for a wide range of void ratios","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Iran National Science Foundation","keywords":"Permeameter; Microstructure; Permeability (electromagnetism); Void ratio; Compaction; Porosity; Void (composites)","score_opus":0.008476744780208071,"score_gpt":0.24070815096812948,"score_spread":0.2322314061879214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417475498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897134,0.000051492654,0.0006950372,0.0000042565102,0.000001080305,0.0000043292016,0.00005006738,0.000017420032,0.00020499472],"genre_scores_gemma":[0.9993018,0.000043889566,0.00048721323,0.0000037539533,4.0401235e-7,0.0000041524354,0.0000436411,0.0000056040744,0.00010956169],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984205,0.000016632814,0.000013168562,0.000033481563,0.000052898617,0.00004183683],"domain_scores_gemma":[0.99965024,0.000113592694,0.00010301103,0.000023375791,0.00006282938,0.00004701289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024923444,0.0002170478,0.00016902463,0.00030005944,0.00015250359,0.00037964253,0.00015084878,0.00018770828,0.00047320974],"category_scores_gemma":[0.0008231724,0.00018311464,0.00012529008,0.00019160315,0.0003231671,0.0002851591,0.0002175185,0.00032702542,0.000077302226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009134315,0.000011010361,0.0014871355,0.000024265673,0.000004268128,0.000054454867,0.00004990259,0.00046690615,0.99667144,0.000030646264,0.0000074197064,0.0011011338],"study_design_scores_gemma":[0.0000038090407,0.00034509425,0.02450374,0.0000039920305,0.000011497799,0.00009000476,0.000090690686,0.0019834973,0.97273266,0.000024155655,0.00020136387,0.00000952385],"about_ca_topic_score_codex":0.0013659039,"about_ca_topic_score_gemma":0.0028948518,"teacher_disagreement_score":0.0013659039,"about_ca_system_score_codex":0.00021290967,"about_ca_system_score_gemma":0.00014780012,"threshold_uncertainty_score":0.0027158856},"labels":[],"label_agreement":null},{"id":"W560656216","doi":"","title":"Ontario County Landfill Strategic Management","year":2013,"lang":"en","type":"article","venue":"SUNY Digital Repository Support (State University of New York System)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental planning; Business; Environmental resource management; Process management; Geography; Environmental science","score_opus":0.011750917445883954,"score_gpt":0.15930276558470582,"score_spread":0.14755184813882188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W560656216","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.119000904,0.002116467,0.0012418005,0.018081583,0.0002492677,0.00041407679,0.008736899,0.00036311202,0.8497959],"genre_scores_gemma":[0.18330276,0.0017217398,0.0029726916,0.000777387,0.000029866096,0.0001215945,0.0024306858,0.00009840846,0.8085448],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985123,0.000097310716,0.000030545452,0.00008691753,0.0008705154,0.0004023505],"domain_scores_gemma":[0.99817765,0.000101479025,0.0000752755,0.000066210356,0.0011506085,0.00042867684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072329666,0.00031962994,0.00021943598,0.0012192403,0.008241887,0.0039636497,0.0007693117,0.00065686315,0.05798637],"category_scores_gemma":[0.0015638244,0.00047429194,0.0002678807,0.0028665806,0.00068040646,0.00095334096,0.0012323867,0.00058625697,0.004225554],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022481797,0.00014038298,0.041224238,0.00033890537,0.00003214911,0.00053383317,0.004592175,0.0015457482,0.001835723,0.033109147,0.746455,0.16996783],"study_design_scores_gemma":[0.000023505334,0.000042047577,0.04676671,0.00010479829,0.000016972825,0.00005956485,0.0073208534,0.0011996635,0.0007871353,0.0009610937,0.9426934,0.000024217845],"about_ca_topic_score_codex":0.96787596,"about_ca_topic_score_gemma":0.99640936,"teacher_disagreement_score":0.96787596,"about_ca_system_score_codex":0.05629376,"about_ca_system_score_gemma":0.12069859,"threshold_uncertainty_score":0.40844172},"labels":[],"label_agreement":null},{"id":"W568059129","doi":"","title":"A Geocomposite Barrier for Hydrocarbon Containment in the Arctic","year":2007,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Containment (computer programming); Geomembrane; Environmental remediation; Geotechnical engineering; Hydrocarbon; Environmental science; Geology; Contamination; Chemistry","score_opus":0.008532223433311633,"score_gpt":0.23958672112774343,"score_spread":0.2310544976944318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W568059129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99159837,0.0005524412,0.0053899745,0.00009004776,0.00001985668,0.000061110055,0.00009750283,0.000097671655,0.0020931372],"genre_scores_gemma":[0.98204064,0.00067121425,0.01400501,0.000039233713,0.0000070083906,0.00002600977,0.00024885024,0.000017898208,0.002944018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996574,0.000031111147,0.000013976177,0.000041816584,0.00018967302,0.00006598628],"domain_scores_gemma":[0.99979144,0.000011740306,0.00004710427,0.000013905058,0.000095331714,0.000040525403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003163419,0.00038418808,0.00020319782,0.00042276087,0.0010932242,0.00057557784,0.00053057756,0.00042677153,0.0008360401],"category_scores_gemma":[0.0002172909,0.00013660568,0.00021691229,0.0002538525,0.000305783,0.00031715,0.00037547474,0.0002767694,0.00024475125],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016687435,0.00006470782,0.0032951816,0.00017543891,0.000011351859,0.0003511436,0.00011753164,0.0012692219,0.9839797,0.0004679906,0.00018702268,0.009913811],"study_design_scores_gemma":[0.000027574475,0.001106443,0.022592854,0.000039044917,0.00004872834,0.0012236321,0.00047367334,0.0034526393,0.95764637,0.00007212118,0.013292629,0.000024161924],"about_ca_topic_score_codex":0.042932086,"about_ca_topic_score_gemma":0.09219608,"teacher_disagreement_score":0.042932086,"about_ca_system_score_codex":0.0012251023,"about_ca_system_score_gemma":0.001905323,"threshold_uncertainty_score":0.0853644},"labels":[],"label_agreement":null},{"id":"W6902191104","doi":"10.6084/m9.figshare.26575715","title":"Additional file 1 of Optimization of landfill gas generation based on a modified first-order decay model: a case study in the province of Quebec, Canada","year":2024,"lang":"en","type":"article","venue":"Open MIND","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Table (database); Landfill gas; Methane; Municipal solid waste; Biodegradation","score_opus":0.025182699737377787,"score_gpt":0.24942237984153473,"score_spread":0.22423968010415696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6902191104","genre_codex":"dataset","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010493677,0.000022417062,0.0006602623,0.00013926208,0.000018601702,0.00010275232,0.9902766,0.00040395666,0.007326844],"genre_scores_gemma":[0.06320308,0.00021263659,0.012465138,0.0002599193,0.000058583795,0.001268158,0.89469725,0.0012836971,0.02655153],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997025,0.000046501027,0.000020334914,0.00004929441,0.00012182381,0.00005949138],"domain_scores_gemma":[0.99415016,0.0032090116,0.000167186,0.00026152152,0.0020692467,0.00014289583],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009438166,0.00079512957,0.0007501971,0.0011110822,0.0010407576,0.0010326053,0.0018812375,0.0009294934,0.66015106],"category_scores_gemma":[0.007176657,0.00036407445,0.0006063675,0.002753508,0.00022656762,0.0007659584,0.00037532498,0.00056528003,0.0458111],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014471778,0.00012185935,0.0034324448,0.0008434759,0.00003422211,0.0001371431,0.000056126795,0.02466467,0.00019347953,0.002241077,0.95777136,0.010359349],"study_design_scores_gemma":[0.002576674,0.00015978859,0.019473165,0.00096580415,0.00011507275,0.00021066822,0.00070065237,0.08946348,0.0019714383,0.0076497127,0.8765435,0.00017007784],"about_ca_topic_score_codex":0.5128929,"about_ca_topic_score_gemma":0.6640679,"teacher_disagreement_score":0.66015106,"about_ca_system_score_codex":0.0050816545,"about_ca_system_score_gemma":0.0062208027,"threshold_uncertainty_score":0.97995156},"labels":[],"label_agreement":null},{"id":"W6902633549","doi":"10.7282/t3n87cv5","title":"Specific polarizability of sand-clay mixtures with varying ethanol concentration","year":2016,"lang":"en","type":"article","venue":"Rutgers University Community Repository (Rutgers University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Polarizability; Adsorption; Analytical Chemistry (journal); Conductivity; Saturation (graph theory); Porosity; Nitrogen; Polarization (electrochemistry)","score_opus":0.009520466758448108,"score_gpt":0.16911838973550386,"score_spread":0.15959792297705575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6902633549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98466784,0.000889057,0.007806415,0.000103534534,0.0000317839,0.000029788413,0.0018178052,0.00022075426,0.0044329027],"genre_scores_gemma":[0.9954365,0.00047400696,0.0020069696,0.00006700312,0.0000070409606,0.000031820546,0.00086156954,0.00003696927,0.0010782152],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997732,0.000022525086,0.000015223716,0.00007939749,0.00007373727,0.000035826866],"domain_scores_gemma":[0.9997609,0.00007146466,0.00006169123,0.000015400938,0.00007545683,0.000015009495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019319566,0.0003263704,0.00017093666,0.0005724887,0.00015208493,0.00040897852,0.00014939273,0.00021976074,0.0013519627],"category_scores_gemma":[0.0005997628,0.00016859423,0.00022420334,0.0004937605,0.00022801416,0.00035071198,0.00028920223,0.0005526127,0.00032463172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007814021,0.00000998482,0.003126445,0.00006501483,0.00001773656,0.000049727478,0.00006760918,0.00050164387,0.9920059,0.00007985011,0.000102825004,0.0038951468],"study_design_scores_gemma":[0.0000032903563,0.000059550806,0.011496313,0.000008451555,0.000026902053,0.00006711504,0.00011246602,0.0023033503,0.9847424,0.000096832664,0.0010692957,0.0000140339325],"about_ca_topic_score_codex":0.001491222,"about_ca_topic_score_gemma":0.001611135,"teacher_disagreement_score":0.001491222,"about_ca_system_score_codex":0.0002350762,"about_ca_system_score_gemma":0.00010954598,"threshold_uncertainty_score":0.004522741},"labels":[],"label_agreement":null},{"id":"W6907791700","doi":"10.2516/ogst:1982011/pdf","title":"Mise en oeuvre de la théorie de la percolation pour modéliser le drainage des milieux poreux et la perméabilité relative au liquide non mouillant injecté","year":2006,"lang":"fr","type":"article","venue":"Springer Link (Chiba Institute of Technology)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Limiting; Percolation (cognitive psychology); Statistical analysis","score_opus":0.005753668537102996,"score_gpt":0.24141460704060602,"score_spread":0.23566093850350303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6907791700","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061156183,0.0096390825,0.9081043,0.0044699856,0.0005375046,0.00007771175,0.00010263235,0.00036104873,0.015551618],"genre_scores_gemma":[0.68850505,0.0235873,0.25142097,0.0009776735,0.00056574435,0.0003592186,0.0002071509,0.0002648363,0.03411198],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990301,0.00031116942,0.000045987883,0.00022702139,0.00032611645,0.00005964791],"domain_scores_gemma":[0.9974999,0.0017120175,0.00018148684,0.00020633834,0.00031492527,0.00008537325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023321353,0.000832768,0.00087881496,0.0010645437,0.0010850168,0.0026001066,0.0011552073,0.002015793,0.0036341439],"category_scores_gemma":[0.0056778253,0.00087393244,0.0021539642,0.001424108,0.0026594072,0.00353212,0.0013847399,0.0032137134,0.0011304811],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013163796,0.000116710115,0.0036145197,0.0007792849,0.00019337094,0.0005379243,0.0006500963,0.2344486,0.025920607,0.63421893,0.0024542217,0.09693418],"study_design_scores_gemma":[0.00008215981,0.00043212122,0.0028966544,0.00035241034,0.00021169771,0.00088481535,0.00045714108,0.5433365,0.03641707,0.35758993,0.057140432,0.00019896883],"about_ca_topic_score_codex":0.0033084422,"about_ca_topic_score_gemma":0.0031756882,"teacher_disagreement_score":0.0036341439,"about_ca_system_score_codex":0.0018056983,"about_ca_system_score_gemma":0.002462603,"threshold_uncertainty_score":0.01310128},"labels":[],"label_agreement":null},{"id":"W6920416769","doi":"10.60692/h2tg2-e8505","title":"Implementation of solidification/stabilization process to reduce hazardous impurities and stabilize soil matrices","year":2019,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Hazardous waste; Leaching (pedology); Contamination; Vadose zone; Dissolution; Soil contamination; Process (computing); Soil water","score_opus":0.015396747149757998,"score_gpt":0.23718350881285025,"score_spread":0.22178676166309225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920416769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9195749,0.0025488809,0.065419674,0.00020283027,0.00014016894,0.0003053494,0.00050794904,0.0007161891,0.010584018],"genre_scores_gemma":[0.9352326,0.0018870237,0.054311372,0.00007959948,0.00001853802,0.00011824587,0.00035758756,0.00006281033,0.007932194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982846,0.000013061868,0.000015593907,0.00004074975,0.00007536634,0.000026722402],"domain_scores_gemma":[0.99987304,0.000017412824,0.000039341725,0.00001794974,0.000038860435,0.000013401608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018178987,0.00031917926,0.00028465415,0.00042544046,0.0002935603,0.00041728097,0.000273795,0.0002881528,0.001965346],"category_scores_gemma":[0.0001592816,0.00013008167,0.00034093097,0.0003442122,0.0001808542,0.00032596185,0.00024478414,0.00045610065,0.00047553054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058781075,0.000055168333,0.00071976543,0.00020751091,0.000006747679,0.00006180033,0.0000352258,0.00062959833,0.9809436,0.0004057074,0.00009492699,0.016781108],"study_design_scores_gemma":[0.0000035220323,0.00016730906,0.0007538736,0.000005506714,0.000008259787,0.000037948274,0.000018816167,0.00062406366,0.99475384,0.000048637085,0.0035748447,0.0000033037306],"about_ca_topic_score_codex":0.0009789827,"about_ca_topic_score_gemma":0.0026443917,"teacher_disagreement_score":0.001965346,"about_ca_system_score_codex":0.00025128835,"about_ca_system_score_gemma":0.000609037,"threshold_uncertainty_score":0.00657475},"labels":[],"label_agreement":null},{"id":"W6921004882","doi":"10.6084/m9.figshare.28181016.v1","title":"Estimating methane emissions from the waste sector in Southern Ontario using atmospheric measurements","year":2025,"lang":"en","type":"article","venue":"Figshare","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Methane; Methane emissions; Tonne; Atmospheric methane; Greenhouse gas; Emission inventory; Municipal solid waste; Plume; Fugitive emissions","score_opus":0.07174621437402376,"score_gpt":0.268478806569685,"score_spread":0.19673259219566122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6921004882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915809,0.00015199083,0.0012136543,0.00005876776,0.0000030185645,0.00002366644,0.003241613,0.000068531815,0.0036577953],"genre_scores_gemma":[0.9949055,0.00020473868,0.0016656658,0.000012845932,0.0000031020165,0.00001531457,0.0021132675,0.000011271964,0.001068343],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99975234,0.000010143919,0.000010682059,0.00004517423,0.0001300774,0.000051591625],"domain_scores_gemma":[0.99965703,0.000026554259,0.00007240513,0.00001751459,0.0001931647,0.000033220214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014632172,0.00039177295,0.00014549543,0.0008228531,0.0009571279,0.0005380136,0.00040627262,0.00021027429,0.0008376772],"category_scores_gemma":[0.0005973374,0.00024352339,0.0002851137,0.002049523,0.00029407433,0.0002753295,0.00032532323,0.00014377908,0.0001708829],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009140098,0.00003817059,0.9338986,0.00013442367,0.00008299186,0.00026572339,0.00096484105,0.025420127,0.011864375,0.00026409843,0.0012582118,0.025716988],"study_design_scores_gemma":[0.000015790663,0.000021121741,0.9654322,0.000020446412,0.00003717595,0.00003440572,0.00075728004,0.027775621,0.001798774,0.000088785186,0.0039971666,0.000021215697],"about_ca_topic_score_codex":0.98141575,"about_ca_topic_score_gemma":0.992591,"teacher_disagreement_score":0.018584251,"about_ca_system_score_codex":0.008776014,"about_ca_system_score_gemma":0.0073008426,"threshold_uncertainty_score":0.06367469},"labels":[],"label_agreement":null},{"id":"W6921860294","doi":"10.7939/r3-56ad-rg79","title":"Assessing the strength and bearing capacity of tailings for oil sands reclamation","year":2024,"lang":"en","type":"dissertation","venue":"University of Alberta Library","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Atterberg limits; Oil sands; Land reclamation; Bearing capacity; Shear strength (soil)","score_opus":0.01105512026883386,"score_gpt":0.20958790478011277,"score_spread":0.19853278451127893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6921860294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959424,0.00016701782,0.0010024644,0.000021568543,0.000004322847,0.00003473176,0.00059779733,0.000041717718,0.0021880066],"genre_scores_gemma":[0.9950818,0.00015987149,0.0017779997,0.000015184407,0.0000016394109,0.000012227735,0.0005297944,0.000012105395,0.0024093257],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959034,0.000013814519,0.000013834559,0.000037153997,0.00029421592,0.000050618513],"domain_scores_gemma":[0.9993636,0.00004670745,0.000089550405,0.000016711776,0.00041337538,0.00006997558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033521652,0.00038128847,0.00025448398,0.0017054992,0.0007117826,0.00080636056,0.0006790368,0.00037208927,0.0012260006],"category_scores_gemma":[0.00059589924,0.00022112124,0.00029677,0.0008978538,0.00037616692,0.00032463792,0.00029194204,0.00026963334,0.0004898788],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043454234,0.00017220895,0.80513763,0.00021489015,0.00015180207,0.0007252543,0.0007570751,0.008158014,0.120834894,0.00019286376,0.0008916569,0.062329132],"study_design_scores_gemma":[0.000006301247,0.00014610327,0.9698888,0.000032180014,0.000053864664,0.00013427137,0.0011300257,0.006423176,0.020102484,0.0000708416,0.0019855541,0.000026290125],"about_ca_topic_score_codex":0.3750761,"about_ca_topic_score_gemma":0.7926268,"teacher_disagreement_score":0.62492394,"about_ca_system_score_codex":0.0019213468,"about_ca_system_score_gemma":0.0014342394,"threshold_uncertainty_score":0.74578583},"labels":[],"label_agreement":null},{"id":"W6926353077","doi":"10.25384/sage.c.4433867.v1","title":"Physical Therapist–Led Exercise Assessment and Counseling in Integrative Cancer Care: Effects on Patient Self-reported Symptoms and Quality of Life","year":2019,"lang":"en","type":"other","venue":"Sage Journals Data","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quality of life (healthcare); Distress; Cancer; Breast cancer; Psychological distress; Mental health; Outpatient clinic; Depression (economics)","score_opus":0.02277111737737132,"score_gpt":0.33890169303753565,"score_spread":0.31613057566016434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6926353077","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995381,0.0018865452,0.00018327472,0.0004856848,0.000015775156,0.00008491692,0.00007590106,0.000014977753,0.0018719443],"genre_scores_gemma":[0.99809474,0.0006912198,0.00063573907,0.00017877357,0.000032576718,0.00008351713,0.00008145162,0.000002408023,0.00019950216],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995259,0.0002588439,0.00003222162,0.00004482783,0.00008621941,0.00005199475],"domain_scores_gemma":[0.99927634,0.00024999148,0.00021195185,0.000024840856,0.000055363704,0.00018152523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008615641,0.00009440138,0.00018557595,0.00024705002,0.00023526074,0.00037182774,0.00026045897,0.00020646854,0.0017513301],"category_scores_gemma":[0.0028301198,0.00009783484,0.00033947374,0.00028793997,0.00015800324,0.00020861499,0.0004986578,0.00032714487,0.0001061623],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030281916,0.0053219683,0.53333473,0.0008933314,0.0004932553,0.0002846241,0.0013582534,0.0011999258,0.002209948,0.000121182995,0.0026200553,0.44913447],"study_design_scores_gemma":[0.0008117537,0.005158637,0.98663795,0.00047680322,0.00033519187,0.00037443065,0.0010200011,0.0013202421,0.0007788466,0.000104179504,0.0029630172,0.000019023626],"about_ca_topic_score_codex":0.0037609998,"about_ca_topic_score_gemma":0.013089997,"teacher_disagreement_score":0.0037609998,"about_ca_system_score_codex":0.00075536245,"about_ca_system_score_gemma":0.001032807,"threshold_uncertainty_score":0.0074781775},"labels":[],"label_agreement":null},{"id":"W6939396440","doi":"10.60692/h05rc-em791","title":"Implementation of solidification/stabilization process to reduce hazardous impurities and stabilize soil matrices","year":2019,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Hazardous waste; Leaching (pedology); Contamination; Vadose zone; Dissolution; Soil contamination; Process (computing); Soil water","score_opus":0.015396747149757998,"score_gpt":0.23718350881285025,"score_spread":0.22178676166309225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6939396440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9195749,0.0025488809,0.065419674,0.00020283027,0.00014016894,0.0003053494,0.00050794904,0.0007161891,0.010584018],"genre_scores_gemma":[0.9352326,0.0018870237,0.054311372,0.00007959948,0.00001853802,0.00011824587,0.00035758756,0.00006281033,0.007932194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982846,0.000013061868,0.000015593907,0.00004074975,0.00007536634,0.000026722402],"domain_scores_gemma":[0.99987304,0.000017412824,0.000039341725,0.00001794974,0.000038860435,0.000013401608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018178987,0.00031917926,0.00028465415,0.00042544046,0.0002935603,0.00041728097,0.000273795,0.0002881528,0.001965346],"category_scores_gemma":[0.0001592816,0.00013008167,0.00034093097,0.0003442122,0.0001808542,0.00032596185,0.00024478414,0.00045610065,0.00047553054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058781075,0.000055168333,0.00071976543,0.00020751091,0.000006747679,0.00006180033,0.0000352258,0.00062959833,0.9809436,0.0004057074,0.00009492699,0.016781108],"study_design_scores_gemma":[0.0000035220323,0.00016730906,0.0007538736,0.000005506714,0.000008259787,0.000037948274,0.000018816167,0.00062406366,0.99475384,0.000048637085,0.0035748447,0.0000033037306],"about_ca_topic_score_codex":0.0009789827,"about_ca_topic_score_gemma":0.0026443917,"teacher_disagreement_score":0.001965346,"about_ca_system_score_codex":0.00025128835,"about_ca_system_score_gemma":0.000609037,"threshold_uncertainty_score":0.00657475},"labels":[],"label_agreement":null},{"id":"W6957783073","doi":"10.6068/dp14ba8d759c325","title":"Trend 2001 - 2009. Statistics Canada. CANSIM: Agriculture - Farm Financial Statistics | Country: Canada | Table: Average income of farm families by source and family total income group, unincorporated sector | Variable: Total for all income groups, Families whose farm had operating revenues of less than $50,000, Investment income | Units: $CAD, 2001-2009. Data-Planet™ Statistical Ready Reference by Conquest Systems, Inc. Dataset-ID: 075-001-003.","year":2015,"lang":"en","type":"other","venue":"Data Planet","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Economic statistics; Agriculture; Revenue; Descriptive statistics; Summary statistics; Census; Personal income; Farm income; Official statistics; Gross income","score_opus":0.01609780837478743,"score_gpt":0.2166810229011849,"score_spread":0.2005832145263975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6957783073","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00006290812,0.000054160933,0.000026865713,0.00013813435,0.000029331315,0.000014132281,0.99855393,0.000060300805,0.0010601012],"genre_scores_gemma":[0.001011558,0.00034229166,0.0005013797,0.00018112917,0.00001815464,0.00011551093,0.99233776,0.00012307301,0.0053691557],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9957765,0.0002504155,0.00041742585,0.00051901076,0.0020597547,0.0009770085],"domain_scores_gemma":[0.96379906,0.0010995299,0.0010308924,0.0009822675,0.031469904,0.0016183975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002209977,0.0023493145,0.0024137476,0.008483154,0.003394221,0.0045103687,0.00509562,0.0013669945,0.086709924],"category_scores_gemma":[0.017011747,0.0016274662,0.0019552659,0.03701249,0.00059569057,0.0024181688,0.0021990489,0.0028326751,0.05108364],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002584197,0.0000061977735,0.001071054,0.00023714366,0.000020167417,0.000007906959,0.000023107244,0.000111965965,0.000011986235,0.00039646975,0.9961558,0.0019324566],"study_design_scores_gemma":[0.00011696442,0.000011401694,0.025491202,0.0007982212,0.000058874848,0.000027218457,0.00045473076,0.0005050471,0.00019602338,0.000613531,0.97163635,0.00009042491],"about_ca_topic_score_codex":0.9956392,"about_ca_topic_score_gemma":0.994319,"teacher_disagreement_score":0.086709924,"about_ca_system_score_codex":0.05813444,"about_ca_system_score_gemma":0.13871306,"threshold_uncertainty_score":0.42179686},"labels":[],"label_agreement":null},{"id":"W6958355585","doi":"10.6084/m9.figshare.12812322.v1","title":"Additional file 2 of The needs and service preferences of caregivers of youth with mental health and/or addictions concerns","year":2020,"lang":"en","type":"article","venue":"Figshare","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Sunnybrook Health Science Centre; University of Toronto","funders":"","keywords":"Mental health; Service (business); Mental health service; Addiction; Table (database)","score_opus":0.043060725149365105,"score_gpt":0.21870661761551602,"score_spread":0.17564589246615092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6958355585","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003894207,0.000015666752,0.00008528371,0.00016619734,0.000020650668,0.00018577732,0.99663997,0.000051410076,0.0024455863],"genre_scores_gemma":[0.018893529,0.00029028804,0.002767755,0.001206957,0.00016591283,0.007330929,0.94573444,0.00028656755,0.023323588],"study_design_codex":"not_applicable","study_design_gemma":"qualitative","domain_scores_codex":[0.9994221,0.0001248115,0.00013008194,0.00009892555,0.000118859854,0.000105244755],"domain_scores_gemma":[0.9823046,0.012437918,0.0013263652,0.0005363553,0.0029470876,0.00044770443],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011618857,0.00075280597,0.0009800582,0.0019881073,0.0011367444,0.0011393098,0.0013676208,0.0010767304,0.8703269],"category_scores_gemma":[0.025873302,0.00039962796,0.00065082056,0.003377728,0.00015736092,0.0017507651,0.0009512319,0.00094787596,0.10239419],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019494689,0.00010456103,0.0022032529,0.001355988,0.000019866744,0.000037910475,0.00011847864,0.00014306005,0.000021801878,0.000514093,0.98884505,0.0064409925],"study_design_scores_gemma":[0.007651541,0.00044737878,0.09342137,0.010936327,0.00027084193,0.0007107482,0.0032754694,0.0022777414,0.00051518227,0.0125498725,0.8677311,0.00021253905],"about_ca_topic_score_codex":0.026816785,"about_ca_topic_score_gemma":0.041200154,"teacher_disagreement_score":0.8703269,"about_ca_system_score_codex":0.0014784061,"about_ca_system_score_gemma":0.0020720134,"threshold_uncertainty_score":0.18496287},"labels":[],"label_agreement":null},{"id":"W6967661891","doi":"10.5281/zenodo.10617961","title":"Preliminary designs of utility models to carry out mycoremediation studies of soils contaminated by total petroleum hydrocarbons","year":2023,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kellogg's (Canada)","funders":"European Commission","keywords":"Petroleum; Contamination; Carry (investment); Soil water; Soil contamination","score_opus":0.07991132675661934,"score_gpt":0.27240684222338657,"score_spread":0.19249551546676724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6967661891","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30549738,0.000522691,0.68151456,0.00026063801,0.000085604086,0.0011847029,0.0016076472,0.00084557396,0.008481213],"genre_scores_gemma":[0.92460907,0.0003972641,0.069209196,0.00002825691,0.000010001062,0.0015380527,0.00074868224,0.000068499634,0.003390965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953926,0.00023294942,0.000018429302,0.00006689278,0.00006604962,0.0000764059],"domain_scores_gemma":[0.99859613,0.0008328965,0.00011790036,0.00009787202,0.00028880016,0.00006640946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013627588,0.0009499223,0.00062808744,0.00044887298,0.00045955577,0.0009671495,0.0010023735,0.00076589675,0.0025674442],"category_scores_gemma":[0.0034442854,0.0005253868,0.00089864456,0.00032211206,0.0002942625,0.00050581683,0.00064596004,0.0007281444,0.0003965291],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057512196,0.00026239327,0.0025164138,0.00014498281,0.000046616806,0.00008117278,0.000065459775,0.9592144,0.01409797,0.004208613,0.00048404912,0.018302754],"study_design_scores_gemma":[0.000037652913,0.00040773512,0.0006660065,0.0000099148065,0.00004374067,0.000011030691,0.000030422869,0.98477465,0.011511182,0.0015477901,0.0009473225,0.000012513914],"about_ca_topic_score_codex":0.008707132,"about_ca_topic_score_gemma":0.0073344684,"teacher_disagreement_score":0.008707132,"about_ca_system_score_codex":0.001093234,"about_ca_system_score_gemma":0.0016064835,"threshold_uncertainty_score":0.017312884},"labels":[],"label_agreement":null},{"id":"W6968761207","doi":"10.5281/zenodo.4540055","title":"The presence of gastrointestinal symptoms in a family case report of SARS-CoV-2 and how the timing of drugs administration can determine a different disease behavior","year":2021,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Azithromycin; Hydroxychloroquine; Disease; Administration (probate law); Health care; Alternative medicine","score_opus":0.04144729343258468,"score_gpt":0.2617889593518184,"score_spread":0.2203416659192337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6968761207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99620855,0.0005102459,0.0003743908,0.00066795736,0.000039290917,0.000014659403,0.000083635045,0.0000142513045,0.002086871],"genre_scores_gemma":[0.9986897,0.00020664476,0.00026905947,0.00021250626,0.000046497622,0.0000032231296,0.000036072302,0.0000042491706,0.00053204247],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9997204,0.00007886715,0.00002646293,0.00007593598,0.000026426009,0.00007185616],"domain_scores_gemma":[0.9992366,0.00029103312,0.0001915763,0.00004168004,0.000041921936,0.00019722694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022082438,0.00036581245,0.00023738097,0.0007806475,0.0009214635,0.00042808335,0.000213418,0.00093522004,0.0036423823],"category_scores_gemma":[0.0015160057,0.00021843733,0.0003866356,0.00025899225,0.00061333366,0.0006436519,0.0003382505,0.00076587446,0.00038982864],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020178207,0.00017909253,0.3165197,0.000048063062,0.000029407664,0.67450935,0.0015832612,0.00008106648,0.0025069437,0.00016096477,0.00072533556,0.0034549844],"study_design_scores_gemma":[0.000010236138,0.0004844485,0.122748755,0.000028399276,0.00003901,0.87133664,0.0022964235,0.00024925586,0.0012133266,0.00016148253,0.001402271,0.000029673509],"about_ca_topic_score_codex":0.003197794,"about_ca_topic_score_gemma":0.0029279233,"teacher_disagreement_score":0.0036423823,"about_ca_system_score_codex":0.00040120786,"about_ca_system_score_gemma":0.00023083927,"threshold_uncertainty_score":0.0121849775},"labels":[],"label_agreement":null},{"id":"W6976756076","doi":"10.6084/m9.figshare.c.5096787","title":"Pain and haemorrhage are the most common reasons for emergency department use and hospital admission in adults following ambulatory surgery: results of a population-based cohort study","year":2020,"lang":"en","type":"other","venue":"Figshare","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Emergency department; Ambulatory; Incidence (geometry); Retrospective cohort study; Odds ratio; Health care; Confidence interval; Cohort study","score_opus":0.01917451882345565,"score_gpt":0.24522093370808432,"score_spread":0.22604641488462868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976756076","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997396,0.0002093681,0.000054911074,0.00007164698,0.000007177367,0.000037618265,0.0018491399,0.0000029450068,0.0003711685],"genre_scores_gemma":[0.99832004,0.00018675241,0.00009022948,0.00004149814,0.000008620146,0.000021016718,0.0011353933,0.0000023066584,0.00019413549],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99909675,0.00008936068,0.00010395977,0.00019957963,0.00025734145,0.0002529792],"domain_scores_gemma":[0.99826825,0.00010508336,0.00065577653,0.00011213665,0.0004756186,0.000383074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000728107,0.00044351493,0.0004220164,0.00085523666,0.0011715429,0.0010850949,0.0008598091,0.00052084035,0.0015193492],"category_scores_gemma":[0.0023835078,0.0004588825,0.0011918764,0.0022180416,0.00039261606,0.00051135296,0.00075469184,0.00071077095,0.0001982719],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002542208,0.000014269037,0.99942577,0.000005879857,0.000035112123,0.000024970963,0.00009618112,0.0000060335815,0.000026740341,0.000003701885,0.00009774654,0.00023823474],"study_design_scores_gemma":[0.0000049467603,0.00001997503,0.9994702,0.0000061081428,0.000021136138,0.00003948988,0.00028819195,0.00004510832,0.0000067171186,0.0000029221483,0.000092583105,0.000002641014],"about_ca_topic_score_codex":0.70723206,"about_ca_topic_score_gemma":0.77433884,"teacher_disagreement_score":0.70723206,"about_ca_system_score_codex":0.003223532,"about_ca_system_score_gemma":0.004281348,"threshold_uncertainty_score":0.5889842},"labels":[],"label_agreement":null},{"id":"W6990191656","doi":"","title":"DERIVATION OF FIRST-ORDER DECAY HEAT GENERATION FUNCTION AND PREDICTION OF THERMAL ENERGY POTENTIAL FOR A MUNICIPAL SOLID WASTE LANDFILL","year":2021,"lang":"en","type":"dissertation","venue":"University Library (University of Saskatchewan)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Landfill gas; Methane; Heat generation; Work (physics); Municipal solid waste; Thermal energy; Electricity generation; Thermal","score_opus":0.006545181979520163,"score_gpt":0.16168981775550678,"score_spread":0.1551446357759866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990191656","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4023044,0.00073353125,0.56935596,0.0005063277,0.00007155597,0.00020173304,0.0008255399,0.00088979636,0.02511119],"genre_scores_gemma":[0.9729508,0.00026632202,0.018667521,0.000055309414,0.000014334239,0.00016512765,0.00024456755,0.0001452867,0.00749069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987185,0.00002607918,0.000006996914,0.000023093153,0.000036029964,0.00003590976],"domain_scores_gemma":[0.99964917,0.00019823747,0.000028039416,0.000013105515,0.00009336699,0.000018176006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065088196,0.00064661726,0.00067487516,0.0005859212,0.0005801368,0.00087219715,0.0008363266,0.0015690095,0.0019457984],"category_scores_gemma":[0.0012794794,0.0005263416,0.0010821662,0.00050544547,0.0005256334,0.00054823805,0.0004694535,0.0009312504,0.00048173076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008488504,0.000011498557,0.00056971953,0.000020673038,0.0000033950823,0.00007801246,0.00002745231,0.99478006,0.0016757224,0.0015218789,0.00011832415,0.0011848664],"study_design_scores_gemma":[0.000001062231,0.0000019780296,0.00006531471,0.0000016113705,6.8768526e-7,0.0000036614706,0.00000510426,0.99949205,0.00023003366,0.00014202013,0.000054925753,0.0000016529547],"about_ca_topic_score_codex":0.040753018,"about_ca_topic_score_gemma":0.01351484,"teacher_disagreement_score":0.040753018,"about_ca_system_score_codex":0.0019003974,"about_ca_system_score_gemma":0.0018758721,"threshold_uncertainty_score":0.08103162},"labels":[],"label_agreement":null},{"id":"W6990333646","doi":"","title":"Design of Passive Methane Oxidation Biosystems for Mitigating Fugitive Methane Emissions from Closed Landfills","year":2022,"lang":"en","type":"dissertation","venue":"The Atrium (University of Guelph)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fugitive emissions; Methane; Methane emissions; Greenhouse gas; Landfill gas; Anaerobic oxidation of methane; Greenhouse","score_opus":0.020028721871231833,"score_gpt":0.240245302539143,"score_spread":0.22021658066791117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990333646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88206375,0.0003449648,0.11292559,0.00015167844,0.00003707552,0.0004573832,0.00013663752,0.00044529783,0.0034375463],"genre_scores_gemma":[0.93228304,0.0003077022,0.063793726,0.00004626866,0.0000071952827,0.00025215486,0.00010128312,0.000024244928,0.003184399],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960035,0.000056499983,0.000016180755,0.00007981341,0.00018238087,0.0000647337],"domain_scores_gemma":[0.9995915,0.0000636144,0.00012530154,0.000025489491,0.00014310607,0.000050924977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005453715,0.00045962344,0.0003020505,0.00044543366,0.0003431256,0.00062106596,0.00068001915,0.00046099,0.0009113581],"category_scores_gemma":[0.0005427346,0.00024995953,0.00026198893,0.00025080628,0.00033170937,0.0005979582,0.00048424123,0.00032280496,0.00029542204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000407485,0.0003243264,0.005493962,0.0003911677,0.000017761793,0.00018217081,0.00020024653,0.013525153,0.9260866,0.0016657368,0.0003602139,0.051345184],"study_design_scores_gemma":[0.00007029504,0.0027237327,0.008426171,0.00003969788,0.000049271086,0.00022432544,0.00030363185,0.033464722,0.94280726,0.00045695837,0.01140715,0.000026828979],"about_ca_topic_score_codex":0.0006542899,"about_ca_topic_score_gemma":0.0016897242,"teacher_disagreement_score":0.0009113581,"about_ca_system_score_codex":0.00052820443,"about_ca_system_score_gemma":0.00071062974,"threshold_uncertainty_score":0.0038323998},"labels":[],"label_agreement":null},{"id":"W6991959049","doi":"","title":"Investigation of design features for destruction of methane from aging refuse","year":2010,"lang":"en","type":"dissertation","venue":"The Atrium (University of Guelph)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Methane; Greenhouse gas; Carbon dioxide; Landfill gas; Moisture; Flux (metallurgy); Methane emissions; Enhanced coal bed methane recovery","score_opus":0.02112281557714139,"score_gpt":0.22470801751184777,"score_spread":0.2035852019347064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991959049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99752825,0.00009687626,0.0013903364,0.000010827181,0.0000035928872,0.00003481408,0.00007453085,0.00002394766,0.00083682535],"genre_scores_gemma":[0.9939294,0.000107760425,0.0042008357,0.0000070335464,0.0000017489991,0.000025653115,0.000100619785,0.0000140307375,0.001612834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997948,0.000025238536,0.000009771594,0.000027225367,0.00009122709,0.000051840965],"domain_scores_gemma":[0.9997112,0.000049575447,0.00006720389,0.000018998184,0.0001290053,0.000024065524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038794274,0.0002586029,0.00021374077,0.00034555103,0.00026300628,0.00033750094,0.00025912092,0.00022335227,0.0010071339],"category_scores_gemma":[0.00040335907,0.00013003926,0.00028532665,0.00017690902,0.00013847771,0.00022383149,0.00013874246,0.00013724374,0.00018548095],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006212936,0.00020046529,0.020345261,0.00025883815,0.000021502588,0.00026093068,0.00016871728,0.0095931,0.9377413,0.00020663945,0.00029583537,0.030286126],"study_design_scores_gemma":[0.000043841443,0.0051248055,0.08171499,0.000021825383,0.00011122473,0.00035054784,0.00038570815,0.016319415,0.8894747,0.00008211441,0.0063429386,0.000028009972],"about_ca_topic_score_codex":0.003709321,"about_ca_topic_score_gemma":0.0125076845,"teacher_disagreement_score":0.003709321,"about_ca_system_score_codex":0.000758905,"about_ca_system_score_gemma":0.0004158595,"threshold_uncertainty_score":0.0073754787},"labels":[],"label_agreement":null},{"id":"W6992527748","doi":"","title":"Le rôle des entrepreneures culturelles dans le développement des arts visuels au Québec (1949-1960)","year":2020,"lang":"fr","type":"other","venue":"Archipelago (Université du Québec à Montréal)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Ethnography; The arts; Identity (music); Narrativity; Cultural identity","score_opus":0.009489965572579537,"score_gpt":0.17931938840292655,"score_spread":0.16982942283034702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992527748","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90001935,0.0032446857,0.0004963829,0.0039434438,0.00011551604,0.00005708003,0.0005740504,0.000016173028,0.091533184],"genre_scores_gemma":[0.91731125,0.0016605234,0.00030757338,0.00027643287,0.000013270359,0.000025214222,0.00014780393,0.00001077016,0.08024717],"study_design_codex":"qualitative","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992446,0.000112534864,0.00001751528,0.00009303523,0.00013701129,0.00039537583],"domain_scores_gemma":[0.9983278,0.00022810053,0.00015580076,0.000053675554,0.00050350645,0.0007310998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012466486,0.0002522377,0.0002068021,0.0015914697,0.009389932,0.0039601745,0.0005854456,0.00055358297,0.009266717],"category_scores_gemma":[0.0015777692,0.00020376357,0.00017000156,0.0018604792,0.003936613,0.0011553201,0.001767124,0.0011433493,0.00051438017],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025034437,0.00014256149,0.2231465,0.00034269175,0.00003477823,0.0017434221,0.56369734,0.0005098001,0.002686973,0.062028054,0.018179124,0.12723847],"study_design_scores_gemma":[0.000009784004,0.000058242967,0.46890593,0.00053440605,0.000021637397,0.00016178167,0.20010962,0.00022646635,0.0007022183,0.00076987065,0.3284571,0.000042996893],"about_ca_topic_score_codex":0.96477413,"about_ca_topic_score_gemma":0.9925242,"teacher_disagreement_score":0.039600093,"about_ca_system_score_codex":0.039600093,"about_ca_system_score_gemma":0.037856292,"threshold_uncertainty_score":0.28732008},"labels":[],"label_agreement":null},{"id":"W7000376331","doi":"","title":"Étude de la réduction des composés organiques volatils émis par les lieux d'enfouissement techniques par des bio-recouvrements","year":2013,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Environmental factor; Earth history; Pocillopora damicornis","score_opus":0.011692032800778199,"score_gpt":0.22233097036982896,"score_spread":0.21063893756905078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000376331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.988154,0.0024909333,0.005281862,0.00006252848,0.00003953831,0.0001073642,0.0009938986,0.00007748449,0.0027923866],"genre_scores_gemma":[0.96624094,0.002453223,0.01328763,0.00012460421,0.000012231277,0.00026890237,0.0019379463,0.000075952135,0.0155985225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910945,0.00007635201,0.000030653424,0.00021235587,0.00045793556,0.00011323896],"domain_scores_gemma":[0.9994516,0.0000961793,0.000079399055,0.000033826986,0.0003052048,0.00003379706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007038665,0.00062801706,0.0006004488,0.0005273932,0.0005897695,0.0010742382,0.00054529536,0.00062379957,0.0019682755],"category_scores_gemma":[0.0004479905,0.00025260495,0.0007155887,0.0006249901,0.00030591947,0.0003816876,0.0003293605,0.0006872467,0.0006177777],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028247465,0.00006106199,0.0044861143,0.00029912076,0.00004349171,0.000051282033,0.000120930075,0.00051114266,0.98301977,0.000049657254,0.00010482687,0.010970205],"study_design_scores_gemma":[0.000014124055,0.0006171126,0.04901635,0.00003864767,0.000078049,0.000041263927,0.00021331926,0.0011592289,0.94110614,0.000019123101,0.0076795565,0.000017005696],"about_ca_topic_score_codex":0.044227768,"about_ca_topic_score_gemma":0.08653229,"teacher_disagreement_score":0.044227768,"about_ca_system_score_codex":0.0020560005,"about_ca_system_score_gemma":0.0009821343,"threshold_uncertainty_score":0.08794069},"labels":[],"label_agreement":null},{"id":"W7000424004","doi":"","title":"Estimating greenhouse gas emissions from land-applied biosolids in Canada: A mathematical modelling approach","year":2022,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Biosolids; Greenhouse gas; Mathematical model; Greenhouse; Sewage sludge","score_opus":0.033434644002477296,"score_gpt":0.2682498227475763,"score_spread":0.234815178745099,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000424004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78932023,0.0030650727,0.123510785,0.0058755768,0.00019720387,0.0007986445,0.007209533,0.00054535957,0.06947751],"genre_scores_gemma":[0.9255818,0.0029897538,0.033809096,0.00021321324,0.000027048012,0.00020223696,0.0013802488,0.00014691724,0.03564973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996859,0.00003931609,0.0000130752605,0.00005526636,0.0001239593,0.00008249142],"domain_scores_gemma":[0.99955016,0.00019712334,0.000024595445,0.0000074363275,0.00019542858,0.000025315905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083226507,0.0008936665,0.00056576455,0.00088468473,0.0018982367,0.002777559,0.0014578903,0.0011014332,0.0027721373],"category_scores_gemma":[0.0016831357,0.0005113332,0.0012537601,0.0012452808,0.00070423045,0.0008216168,0.0005067057,0.00097324606,0.0003564337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068242,0.000068280075,0.0060193897,0.00011942228,0.00004530001,0.000069163856,0.00015922659,0.9648708,0.0018229539,0.007784218,0.0034766842,0.015496424],"study_design_scores_gemma":[0.000028440614,0.000042373078,0.0050986283,0.00003688694,0.00006485581,0.000014999547,0.00049198745,0.9815435,0.0030971877,0.0032909296,0.0062466958,0.000043451168],"about_ca_topic_score_codex":0.98821914,"about_ca_topic_score_gemma":0.97874224,"teacher_disagreement_score":0.029782167,"about_ca_system_score_codex":0.029782167,"about_ca_system_score_gemma":0.03959364,"threshold_uncertainty_score":0.21608579},"labels":[],"label_agreement":null},{"id":"W7000683533","doi":"","title":"A feasibility study of municipal waste-to-energy management : measurement of landfill gas quality at Brady Road landfill in Canada","year":2004,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Manitoba Hydro","keywords":"Greenhouse gas; Landfill gas; Electricity; Carbon dioxide equivalent; Renewable energy; Revenue; Limiting; Fossil fuel; Municipal solid waste","score_opus":0.02562939562198912,"score_gpt":0.22126951168436162,"score_spread":0.1956401160623725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000683533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944606,0.000100039404,0.0013716795,0.00007061424,0.0000049467703,0.00015657058,0.00061716395,0.000044621975,0.0031736675],"genre_scores_gemma":[0.99440837,0.00016256854,0.0028509405,0.00006467104,0.0000023441457,0.000059389582,0.00054916827,0.000016203941,0.0018861978],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99866843,0.00007793614,0.000025974316,0.0001897389,0.00072815205,0.0003097877],"domain_scores_gemma":[0.9989134,0.00004287398,0.000057896912,0.000022519132,0.0008685634,0.00009478079],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007582678,0.0006766784,0.00042603785,0.0010695822,0.0039814077,0.0012519516,0.0012115262,0.00060797855,0.0008987829],"category_scores_gemma":[0.00077490386,0.00037759615,0.0005190443,0.0023033516,0.0010894015,0.000416376,0.0006630007,0.0005793872,0.00027581767],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002089527,0.0019160366,0.5677276,0.00041823075,0.00019098594,0.0015391727,0.006703345,0.008193471,0.35725752,0.0020330378,0.002297772,0.049633272],"study_design_scores_gemma":[0.00014190961,0.0018257638,0.7881395,0.000058326066,0.00020008684,0.00044441439,0.015751496,0.027927808,0.154685,0.00024903726,0.010402771,0.00017382552],"about_ca_topic_score_codex":0.98017186,"about_ca_topic_score_gemma":0.9863961,"teacher_disagreement_score":0.022475557,"about_ca_system_score_codex":0.022475557,"about_ca_system_score_gemma":0.02659662,"threshold_uncertainty_score":0.16307235},"labels":[],"label_agreement":null},{"id":"W7007874152","doi":"","title":"Aspects hydrauliques et géotechniques de la conception de barrières capillaires incluant des matériaux recyclés hautement compressibles","year":2006,"lang":"en","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Oedometer test; Consolidation (business); Compressibility; Permeability (electromagnetism); Leachate; Void ratio; Shrinkage; Soil water; Impervious surface","score_opus":0.009496479314880332,"score_gpt":0.23699777699199726,"score_spread":0.2275012976771169,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7007874152","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.084590845,0.005419116,0.8929775,0.0009491399,0.00022437223,0.00018931554,0.00021554099,0.00029872553,0.015135409],"genre_scores_gemma":[0.7983388,0.013273997,0.16418807,0.00028389567,0.00022090436,0.0004774671,0.00028025324,0.00015906018,0.022777524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925107,0.00014975118,0.000023898185,0.00010134546,0.00042125498,0.000052716106],"domain_scores_gemma":[0.9995616,0.00021611372,0.00004762076,0.000041693438,0.000113970746,0.000018941237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095201895,0.00061575905,0.000444516,0.00052719144,0.00055182056,0.0025549862,0.00059909804,0.0012204179,0.0011915007],"category_scores_gemma":[0.0012768072,0.00051843637,0.0005454318,0.0005105525,0.0015989321,0.0012895149,0.0003942498,0.0015108997,0.00054980326],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008749717,0.00019646238,0.0063851685,0.00087832706,0.000053517066,0.00069204107,0.0005873086,0.24245675,0.42902642,0.21487202,0.0010768808,0.10368757],"study_design_scores_gemma":[0.00008239461,0.0005276205,0.010793998,0.00020417615,0.000060946,0.0016738379,0.0005701447,0.56850964,0.28248188,0.03898833,0.09586977,0.00023730927],"about_ca_topic_score_codex":0.009117513,"about_ca_topic_score_gemma":0.006155494,"teacher_disagreement_score":0.009117513,"about_ca_system_score_codex":0.001670628,"about_ca_system_score_gemma":0.0020897794,"threshold_uncertainty_score":0.018128872},"labels":[],"label_agreement":null},{"id":"W7009616630","doi":"","title":"Étude de la dynamique des bactéries méthanotrophes et leurs activités dans deux types de recouvrements d'un site d'enfouissement de déchets municipaux","year":2009,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Panache; Carbon oxide; Western europe","score_opus":0.01906609426804607,"score_gpt":0.24084523562936833,"score_spread":0.22177914136132226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7009616630","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99679035,0.000332588,0.0011839992,0.000016278484,0.000009113472,0.000020945228,0.000676687,0.000023430557,0.000946533],"genre_scores_gemma":[0.98596513,0.0006092237,0.0036801854,0.00002501984,0.000006373537,0.000078619225,0.0012550019,0.000032911463,0.008347555],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995592,0.000030029725,0.000018457318,0.00017033063,0.00015365347,0.000068188965],"domain_scores_gemma":[0.9995189,0.000107339925,0.000083328814,0.00003267507,0.00021583571,0.00004202578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033063244,0.00044683475,0.00065480836,0.00065233913,0.0004765041,0.001114804,0.00045749097,0.00058680365,0.0016308492],"category_scores_gemma":[0.00046250812,0.00042370032,0.00053602085,0.0009975344,0.00026115595,0.00043246013,0.00030252975,0.00044749456,0.00053164345],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008107432,0.00014840113,0.09847887,0.00035216621,0.00012046519,0.0002876351,0.0009906224,0.0014156046,0.87894094,0.00012470972,0.00012213211,0.018207649],"study_design_scores_gemma":[0.00003480635,0.00065448735,0.59164935,0.000044832337,0.00016258775,0.00017641213,0.0018312513,0.00714799,0.3916773,0.00008597821,0.0064814803,0.00005350864],"about_ca_topic_score_codex":0.0265276,"about_ca_topic_score_gemma":0.044819552,"teacher_disagreement_score":0.9734724,"about_ca_system_score_codex":0.0007332643,"about_ca_system_score_gemma":0.00050505466,"threshold_uncertainty_score":0.052746415},"labels":[],"label_agreement":null},{"id":"W7014126604","doi":"","title":"Ontario County Board of Supervisors Unveils Draft Report on Landfill Operations Post-2028 | Fingerlakes1.com","year":2024,"lang":"en","type":"other","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Government (linguistics); Work (physics); Hazardous waste","score_opus":0.010486229331756908,"score_gpt":0.2288620990661849,"score_spread":0.218375869734428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014126604","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004803753,0.00075234653,0.00070239225,0.009782811,0.00095356087,0.00094908534,0.17625244,0.0012942961,0.8045092],"genre_scores_gemma":[0.00643492,0.0005170657,0.000649774,0.0012053623,0.0000586169,0.00017737779,0.024817985,0.00032126045,0.96581775],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99705565,0.00007030606,0.00006634997,0.00011230891,0.0021536213,0.00054188573],"domain_scores_gemma":[0.99419737,0.00030843483,0.00013128573,0.00017057318,0.004473854,0.0007184653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013711962,0.0006132261,0.00046496015,0.00132393,0.0040464783,0.003134849,0.0011146426,0.0020356472,0.23691353],"category_scores_gemma":[0.003570358,0.00081497215,0.00048447028,0.0022558083,0.00064249255,0.0007928881,0.0010975348,0.0014879339,0.06434158],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003579155,0.000013995575,0.00073687563,0.000055849996,0.000002387602,0.00002831212,0.00005472664,0.000062103,0.00015080621,0.0006357847,0.9925965,0.0056268238],"study_design_scores_gemma":[0.000016733888,0.000010246463,0.009241569,0.00004837403,0.000004605011,0.0000063342277,0.00019554692,0.00008987539,0.00021940855,0.00008774455,0.9900675,0.000011963756],"about_ca_topic_score_codex":0.95463675,"about_ca_topic_score_gemma":0.98463976,"teacher_disagreement_score":0.95463675,"about_ca_system_score_codex":0.01863869,"about_ca_system_score_gemma":0.07153072,"threshold_uncertainty_score":0.79255474},"labels":[],"label_agreement":null},{"id":"W7015975552","doi":"","title":"UNSUPERVISED LEARNING FOR ANOMALY DETECTION IN REMOTE SENSING IMAGERY","year":2021,"lang":"en","type":"dissertation","venue":"Rowan Digitals Works (Rowan University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Bureau for International Education","keywords":"Anomaly detection; Autoencoder; Identification (biology); Unsupervised learning; Cluster analysis; Deep learning; Feature (linguistics); Hazard; Satellite; Thermal infrared","score_opus":0.008132621134748042,"score_gpt":0.19906298515165435,"score_spread":0.1909303640169063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7015975552","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03395825,0.0002894839,0.9634105,0.00014717344,0.00004327085,0.000057142806,0.00020203761,0.0014185937,0.00047348146],"genre_scores_gemma":[0.625464,0.0003295418,0.3694293,0.00014696909,0.000104224455,0.00021724375,0.0017147079,0.00021609961,0.002377911],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992594,0.00022510001,0.000052902287,0.00023561656,0.00015285406,0.00007410922],"domain_scores_gemma":[0.9975293,0.0014914264,0.0002373237,0.00028321508,0.00040870733,0.0000499324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001661118,0.0007965523,0.00079603214,0.0010336413,0.00030126938,0.0007835635,0.0014335342,0.0008003302,0.000788796],"category_scores_gemma":[0.0058293147,0.00063022546,0.0010797842,0.0010225952,0.00070459704,0.0010478132,0.0009182868,0.0015624297,0.00042541776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013767541,0.00013497467,0.0048138434,0.00012042,0.00017850417,0.000095772,0.00010843905,0.6126592,0.006864516,0.0068412665,0.0022138865,0.36583158],"study_design_scores_gemma":[0.000001622268,0.0000069915454,0.00026525478,0.0000022057689,0.0000021461003,0.000006340669,0.0000038995618,0.9974367,0.0006008162,0.0015548004,0.000116764815,0.0000025154038],"about_ca_topic_score_codex":0.007060616,"about_ca_topic_score_gemma":0.007790249,"teacher_disagreement_score":0.007060616,"about_ca_system_score_codex":0.0009071317,"about_ca_system_score_gemma":0.00082452106,"threshold_uncertainty_score":0.01403904},"labels":[],"label_agreement":null},{"id":"W7019879835","doi":"","title":"Hydrochemical Assessment and Modelling of Groundwater Quality of an Urban Aquifer Near A Sanitary Landfill","year":2018,"lang":"en","type":"dissertation","venue":"oURspace (University of Regina)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aquifer; Groundwater; Groundwater pollution; Hydrology (agriculture); Quality (philosophy); Water quality","score_opus":0.019976785252857315,"score_gpt":0.24648620477734362,"score_spread":0.2265094195244863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7019879835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953858,0.000055037137,0.0018589142,0.00012100373,0.0000068652657,0.000027456088,0.00024216804,0.000051697574,0.002251],"genre_scores_gemma":[0.99770194,0.0000722467,0.0011286837,0.000009166464,0.000003294239,0.000010782518,0.00012076613,0.0000078382345,0.0009452448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991417,0.000016669013,0.000006104513,0.000023948414,0.000020065256,0.000019060048],"domain_scores_gemma":[0.9998895,0.000049591756,0.000011516819,0.00000878553,0.000028901248,0.000011750262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019320009,0.00029638744,0.00043410488,0.0003388006,0.0005198717,0.0010466524,0.000573574,0.0008867739,0.00084633345],"category_scores_gemma":[0.00041077964,0.00023803461,0.00049045304,0.0004110901,0.00035735435,0.00037808786,0.0004370704,0.0004063726,0.00014118015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002799302,0.00041873878,0.029106684,0.00009303864,0.00005633637,0.0004402467,0.0003523529,0.9178423,0.034237143,0.0005382048,0.00054477935,0.016090123],"study_design_scores_gemma":[0.00007200927,0.00026379264,0.027201245,0.0000150043215,0.000046080306,0.00006598622,0.0005198862,0.95838153,0.012310027,0.00049455155,0.00059766683,0.000032294036],"about_ca_topic_score_codex":0.028225152,"about_ca_topic_score_gemma":0.018150795,"teacher_disagreement_score":0.9717749,"about_ca_system_score_codex":0.0007940306,"about_ca_system_score_gemma":0.0007142591,"threshold_uncertainty_score":0.056121707},"labels":[],"label_agreement":null},{"id":"W7019938200","doi":"","title":"Investigating artificial sweeteners as groundwater tracers of landfill contamination in a complex landscape","year":2023,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Artificial Sweetener; Groundwater; Groundwater contamination; Contamination; Groundwater pollution","score_opus":0.02897788137070251,"score_gpt":0.2580712050857657,"score_spread":0.2290933237150632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7019938200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99807346,0.00007789714,0.00047206358,0.000043673503,0.0000030271851,0.000011177053,0.000055881057,0.0000065749255,0.0012562547],"genre_scores_gemma":[0.99503267,0.00029312167,0.002506458,0.000042304888,0.0000022670442,0.000018781455,0.00008304441,0.000009430536,0.0020118859],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998952,0.000028088638,0.000004533855,0.000030824893,0.000023455892,0.00001784413],"domain_scores_gemma":[0.9998615,0.000058814025,0.000026185326,0.000004870386,0.000035701232,0.0000127888525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025126032,0.00009734479,0.00020875606,0.00024735313,0.0004350614,0.0011067922,0.00028119824,0.0003217815,0.0014753254],"category_scores_gemma":[0.00036803313,0.00012414684,0.00016854794,0.00056623743,0.000306622,0.00041025283,0.00030557494,0.000350721,0.00008899517],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030745063,0.000538097,0.12701996,0.0005283953,0.00014486056,0.0005923528,0.002653582,0.00583687,0.8006212,0.0023151478,0.0012376013,0.05543728],"study_design_scores_gemma":[0.00023950756,0.003624064,0.522893,0.00009270774,0.00046557692,0.0004997901,0.014891431,0.027032396,0.41119805,0.0020740356,0.016915046,0.00007440189],"about_ca_topic_score_codex":0.017019339,"about_ca_topic_score_gemma":0.038430113,"teacher_disagreement_score":0.017019339,"about_ca_system_score_codex":0.00061557686,"about_ca_system_score_gemma":0.0004969619,"threshold_uncertainty_score":0.033840537},"labels":[],"label_agreement":null},{"id":"W7020228041","doi":"","title":"Investigation of Mud Intrusion Into Sand and its Effect on Soil Properties","year":2018,"lang":"en","type":"dissertation","venue":"QSpace (Queen's University Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Institute for Occupational Safety and Health","keywords":"Bentonite; Drilling fluid; Drilling; Intrusion; Borehole; Gradation; Directional drilling","score_opus":0.006555391247013005,"score_gpt":0.1755506869493851,"score_spread":0.1689952957023721,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020228041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924636,0.00012646877,0.000331441,0.0000035550866,0.000001814625,0.0000068653835,0.00004261133,0.000009302844,0.00023166926],"genre_scores_gemma":[0.9988825,0.00012366092,0.00061851717,0.000007996992,0.0000013661319,0.0000061161413,0.00006010141,0.0000050442463,0.0002947875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997781,0.000030169076,0.00002076609,0.000045022884,0.00009060434,0.00003545641],"domain_scores_gemma":[0.99955493,0.00016707812,0.00011156987,0.000031953416,0.00008814992,0.000046272286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017102568,0.00029323302,0.0003173118,0.00018360783,0.00012921124,0.00028551466,0.00015186553,0.00021021275,0.000599397],"category_scores_gemma":[0.0004821943,0.0001730283,0.00022920451,0.00019243949,0.00019383743,0.00020708209,0.00027512695,0.00032519642,0.000099156416],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003081188,0.000053743766,0.010046573,0.00010194837,0.000019910241,0.00013240895,0.0000859594,0.00031670093,0.98394436,0.000010710698,0.000009532289,0.0049699815],"study_design_scores_gemma":[0.000008281582,0.0022826975,0.12709072,0.000010609968,0.000045602123,0.00024744536,0.00025626636,0.0015370058,0.867687,0.000017608989,0.00080342905,0.000013335042],"about_ca_topic_score_codex":0.0009030991,"about_ca_topic_score_gemma":0.0015980015,"teacher_disagreement_score":0.0009030991,"about_ca_system_score_codex":0.0001205627,"about_ca_system_score_gemma":0.00010413307,"threshold_uncertainty_score":0.0020051599},"labels":[],"label_agreement":null},{"id":"W7025371618","doi":"","title":"Waga Energy and Matrec-GFL Launch a RNG Production Unit at a Closed Landfill in Quebec - Waste Advantage Magazine","year":2023,"lang":"en","type":"other","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Production (economics); Unit (ring theory); Energy (signal processing); Municipal solid waste; Energy consumption; Waste-to-energy","score_opus":0.008425071935893414,"score_gpt":0.21645376408205588,"score_spread":0.20802869214616246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7025371618","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01153847,0.00094075775,0.0007905446,0.020889813,0.0018200456,0.00034984984,0.008455705,0.00094773475,0.9542672],"genre_scores_gemma":[0.00542687,0.0001096041,0.00013167852,0.0011417014,0.000046536315,0.000018700388,0.00058998977,0.000069610556,0.9924654],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992723,0.000023911503,0.000007586529,0.00003809513,0.0003783566,0.00027973848],"domain_scores_gemma":[0.9987915,0.00008386237,0.000021691909,0.0000451943,0.0006934662,0.00036431596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006774944,0.000760849,0.0002626319,0.0009711574,0.005710936,0.004484504,0.000866814,0.003559927,0.19837938],"category_scores_gemma":[0.0009653051,0.00048903906,0.0005512121,0.0007303746,0.00079283485,0.000805983,0.00087872625,0.0021615915,0.028139714],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006285879,0.00008677855,0.0017691168,0.0000333993,0.0000053440863,0.00015309444,0.00008851517,0.00021621777,0.0008385388,0.0027604452,0.97622675,0.017758818],"study_design_scores_gemma":[0.000019131416,0.000023437573,0.009156468,0.000029119614,0.0000048152156,0.000023379285,0.00033965975,0.0003876625,0.0005408268,0.0002823106,0.9891756,0.000017481794],"about_ca_topic_score_codex":0.947004,"about_ca_topic_score_gemma":0.99022967,"teacher_disagreement_score":0.19837938,"about_ca_system_score_codex":0.018971805,"about_ca_system_score_gemma":0.03160503,"threshold_uncertainty_score":0.66364515},"labels":[],"label_agreement":null},{"id":"W7029828472","doi":"","title":"Leachate quality and quantity modelling in municipal solid waste landfills","year":2000,"lang":"en","type":"article","venue":"OpenMETU (Middle East Technical University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Bioreactor landfill; Municipal solid waste; Production (economics); Methane; Process (computing); Water quality","score_opus":0.06535357122784881,"score_gpt":0.25207254910538957,"score_spread":0.18671897787754077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7029828472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59720963,0.0007062244,0.39027306,0.00059718103,0.00003197138,0.00015179515,0.0008005857,0.0005928353,0.009636658],"genre_scores_gemma":[0.9859307,0.00028523186,0.009304308,0.000026792944,0.000008306956,0.00010592612,0.00022173664,0.000040329596,0.004076559],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995127,0.00016036435,0.000044059925,0.000066574394,0.00014526256,0.00007108047],"domain_scores_gemma":[0.99951315,0.00024301569,0.00010151077,0.000021928261,0.0000951126,0.000025297155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009684266,0.0005750229,0.00070467754,0.0006574754,0.00042912745,0.0013991118,0.0007287602,0.00096379383,0.0009407179],"category_scores_gemma":[0.0015659624,0.0004406712,0.0008819014,0.0009313249,0.00077685463,0.001701082,0.0006653617,0.0004236153,0.00014228918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021629969,0.00001385011,0.0007333636,0.000017474753,0.0000069849725,0.00002070114,0.000019705149,0.9945603,0.00082363083,0.0022570495,0.00003812729,0.0014871617],"study_design_scores_gemma":[0.000009585345,0.000029472194,0.00029851886,0.0000027140688,0.0000053576305,0.00000840746,0.000015556281,0.99685293,0.00079973234,0.0016407268,0.00033181655,0.000005112934],"about_ca_topic_score_codex":0.024837565,"about_ca_topic_score_gemma":0.012016082,"teacher_disagreement_score":0.024837565,"about_ca_system_score_codex":0.0029115912,"about_ca_system_score_gemma":0.0018205227,"threshold_uncertainty_score":0.049385965},"labels":[],"label_agreement":null},{"id":"W7043477689","doi":"","title":"Specific polarizability of sand-clay mixtures with varying ethanol concentration","year":2016,"lang":"en","type":"dissertation","venue":"Rutgers University Community Repository (Rutgers University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Polarizability; Adsorption; Analytical Chemistry (journal); Conductivity; Saturation (graph theory); Porosity; Nitrogen; Polarization (electrochemistry)","score_opus":0.008014654885266828,"score_gpt":0.18209067730498965,"score_spread":0.1740760224197228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043477689","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98466784,0.000889057,0.007806415,0.000103534534,0.0000317839,0.000029788413,0.0018178052,0.00022075426,0.0044329027],"genre_scores_gemma":[0.9954365,0.00047400696,0.0020069696,0.00006700312,0.0000070409606,0.000031820546,0.00086156954,0.00003696927,0.0010782152],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997732,0.000022525086,0.000015223716,0.00007939749,0.00007373727,0.000035826866],"domain_scores_gemma":[0.9997609,0.00007146466,0.00006169123,0.000015400938,0.00007545683,0.000015009495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019319566,0.0003263704,0.00017093666,0.0005724887,0.00015208493,0.00040897852,0.00014939273,0.00021976074,0.0013519627],"category_scores_gemma":[0.0005997628,0.00016859423,0.00022420334,0.0004937605,0.00022801416,0.00035071198,0.00028920223,0.0005526127,0.00032463172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007814021,0.00000998482,0.003126445,0.00006501483,0.00001773656,0.000049727478,0.00006760918,0.00050164387,0.9920059,0.00007985011,0.000102825004,0.0038951468],"study_design_scores_gemma":[0.0000032903563,0.000059550806,0.011496313,0.000008451555,0.000026902053,0.00006711504,0.00011246602,0.0023033503,0.9847424,0.000096832664,0.0010692957,0.0000140339325],"about_ca_topic_score_codex":0.001491222,"about_ca_topic_score_gemma":0.001611135,"teacher_disagreement_score":0.001491222,"about_ca_system_score_codex":0.0002350762,"about_ca_system_score_gemma":0.00010954598,"threshold_uncertainty_score":0.004522741},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"other","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W7043859781","doi":"","title":"Temporal and Spatial Analysis of Landfills and Transfer Stations in Saskatchewan","year":2022,"lang":"en","type":"dissertation","venue":"oURspace (University of Regina)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Degree (music); Transfer (computing); Hydrology (agriculture); Systems analysis; Technology transfer; Work (physics)","score_opus":0.0056996089275840175,"score_gpt":0.20195162460043553,"score_spread":0.19625201567285153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043859781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922769,0.00017748507,0.0003436722,0.000117804084,0.0000042669494,0.000034291086,0.0032148722,0.000017695545,0.0038129233],"genre_scores_gemma":[0.9908043,0.00036054672,0.00057408377,0.000044651035,0.0000021706774,0.000045168836,0.002640614,0.000008935828,0.005519491],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99972934,0.000037977225,0.000023008399,0.00005721607,0.00006488378,0.000087657914],"domain_scores_gemma":[0.9993789,0.00012005796,0.00007681115,0.000042429427,0.00031979172,0.00006190506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003724333,0.00025849245,0.0002930044,0.0017103807,0.00082762673,0.0011135134,0.0006426472,0.00037491173,0.002401788],"category_scores_gemma":[0.0006279133,0.00028311816,0.00033487636,0.0060766786,0.00043574435,0.0003471275,0.0010018111,0.00027247553,0.00048630798],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003825907,0.000115638206,0.93765014,0.00012426062,0.00026879972,0.0006399833,0.0022056254,0.0076064724,0.008113802,0.00073093054,0.0020214827,0.040140312],"study_design_scores_gemma":[0.000008073585,0.000018437406,0.99057823,0.000035102446,0.00004579563,0.00004204159,0.0039414684,0.0028557365,0.0006689836,0.000103780505,0.0016842347,0.000018091849],"about_ca_topic_score_codex":0.90322125,"about_ca_topic_score_gemma":0.965546,"teacher_disagreement_score":0.09677875,"about_ca_system_score_codex":0.0065735877,"about_ca_system_score_gemma":0.007914915,"threshold_uncertainty_score":0.19469738},"labels":[],"label_agreement":null},{"id":"W7066862859","doi":"","title":"Investigating thermophilic methanotrophs in a Manitoba landfill biowindow","year":2023,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Methanotroph; Thermophile; Compost; Microorganism; Extremophile; Enrichment culture; Soil microbiology; Amplicon sequencing; Soil water; Hot spring","score_opus":0.020641020835428025,"score_gpt":0.21223146437654009,"score_spread":0.19159044354111207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7066862859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99875295,0.00017587798,0.00016172473,0.00001907677,0.0000036362362,0.00004120539,0.00027537343,0.0000044496937,0.0005656037],"genre_scores_gemma":[0.9885267,0.0013843738,0.002678252,0.00009982616,0.000007400061,0.00008337909,0.0011332037,0.00000968255,0.0060770987],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99989367,0.0000071829722,0.0000041518288,0.000027687927,0.00002936529,0.00003799535],"domain_scores_gemma":[0.9998915,0.000009085756,0.000016487016,0.000003797362,0.00005029558,0.000028870974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012720923,0.00047656335,0.00028264942,0.000832785,0.0012608796,0.0005487671,0.00026493712,0.0003297812,0.0006588045],"category_scores_gemma":[0.000109899935,0.00029516473,0.00023378003,0.0011657459,0.00028734267,0.0001963829,0.00038045822,0.0002627544,0.00031774954],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033360842,0.00031171585,0.23246086,0.00022224427,0.000047626843,0.0011701507,0.004256683,0.00030689893,0.74749273,0.00009276809,0.00011345227,0.01319126],"study_design_scores_gemma":[0.000017489163,0.0010596764,0.88865614,0.00006792994,0.00011416489,0.0006186782,0.020205777,0.0011021724,0.081576675,0.000084409345,0.0064645736,0.000032237793],"about_ca_topic_score_codex":0.2484707,"about_ca_topic_score_gemma":0.49968544,"teacher_disagreement_score":0.75152934,"about_ca_system_score_codex":0.0009792714,"about_ca_system_score_gemma":0.0021316886,"threshold_uncertainty_score":0.4940489},"labels":[],"label_agreement":null},{"id":"W7067237169","doi":"","title":"middle-aged men and suicide in Ireland","year":2018,"lang":"en","type":"report","venue":"Lenus, The Irish Health Repository (Dr Steevens Hospital Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Unemployment; Suicide prevention; Irish; Recession; Normative; Poison control; Injury prevention; Occupational safety and health","score_opus":0.026257583098572332,"score_gpt":0.2646834601744715,"score_spread":0.23842587707589913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7067237169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6037199,0.06663241,0.00027962134,0.124321334,0.0068939603,0.0003469474,0.0036744124,0.00018472537,0.19394672],"genre_scores_gemma":[0.9425349,0.021362327,0.0002530833,0.012400881,0.00092663453,0.00012252673,0.0012682979,0.000039150167,0.021092214],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99847776,0.00036669112,0.00014495352,0.000093517556,0.00038122426,0.00053584337],"domain_scores_gemma":[0.99836427,0.00007697952,0.00028146929,0.00005136056,0.00027116644,0.00095478445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001345747,0.00018494339,0.00037195857,0.0016474521,0.0016827992,0.002546661,0.00066503143,0.0009109431,0.00939456],"category_scores_gemma":[0.002989834,0.00028070377,0.00073327933,0.0013445516,0.0010791221,0.0010540999,0.0033788162,0.0015376586,0.001649776],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037900757,0.00051098556,0.50437766,0.0011697669,0.00019083795,0.0025544628,0.025748046,0.000108566775,0.00024287432,0.008266046,0.23558575,0.22086602],"study_design_scores_gemma":[0.00004797053,0.00026434974,0.7713124,0.0016478067,0.000056586152,0.001647495,0.034846433,0.0001016417,0.000082129416,0.0014699562,0.18844822,0.00007504323],"about_ca_topic_score_codex":0.15855195,"about_ca_topic_score_gemma":0.16664253,"teacher_disagreement_score":0.15855195,"about_ca_system_score_codex":0.005162718,"about_ca_system_score_gemma":0.0075769504,"threshold_uncertainty_score":0.3152581},"labels":[],"label_agreement":null},{"id":"W7067617728","doi":"","title":"Methane biofiltration from sanitary landfills in the presence of volatile organic compounds","year":2023,"lang":"en","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Biofilter; Methane; Ethylbenzene; Pollutant; Greenhouse gas; Volatile organic compound","score_opus":0.011667970933288772,"score_gpt":0.20911156513833581,"score_spread":0.19744359420504703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7067617728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99814785,0.0007029741,0.0005134693,0.000030126175,0.000016456805,0.000010660156,0.00013084979,0.000030612035,0.0004171131],"genre_scores_gemma":[0.99710506,0.00075608736,0.0011553757,0.000023476074,0.00000825791,0.000014663714,0.0001818602,0.0000105658855,0.00074470433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975675,0.000033905984,0.000025490737,0.000040126582,0.00009249385,0.000051180257],"domain_scores_gemma":[0.9998771,0.0000305387,0.000028220687,0.000008967349,0.00004012866,0.000014927341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028753726,0.000431292,0.00048604456,0.00031376656,0.0003959638,0.00066805776,0.00025096058,0.00026840938,0.00072906725],"category_scores_gemma":[0.0001855519,0.000119410084,0.00050120294,0.0003525754,0.0001406317,0.00035475835,0.00032541878,0.00030913987,0.00019842734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034853444,0.00010003341,0.001915747,0.00023419588,0.000028970522,0.00009795882,0.00006875864,0.00034187123,0.9912924,0.00003165189,0.00008384265,0.005456066],"study_design_scores_gemma":[0.000013017396,0.0006601534,0.007490701,0.00002738084,0.0000461135,0.0000672072,0.00012715392,0.001612503,0.9888058,0.000022552871,0.0011166456,0.0000108796885],"about_ca_topic_score_codex":0.0025645397,"about_ca_topic_score_gemma":0.0038105804,"teacher_disagreement_score":0.0025645397,"about_ca_system_score_codex":0.00033030886,"about_ca_system_score_gemma":0.0003817327,"threshold_uncertainty_score":0.005099237},"labels":[],"label_agreement":null},{"id":"W7069105844","doi":"","title":"","year":2021,"lang":"en","type":"other","venue":"Directory of Open access Books (OAPEN Foundation)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fishing; Jurisdiction; Fisheries management; Fisheries law; International relations; Convention; Resource (disambiguation); United Nations Convention on the Law of the Sea","score_opus":0.07818205213026759,"score_gpt":0.3950120028275199,"score_spread":0.31682995069725234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7069105844","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00062814157,0.0021963136,0.00045985324,0.0044629863,0.0006826805,0.000021751956,0.00055503123,0.00015238955,0.9908408],"genre_scores_gemma":[0.0022698303,0.00082516106,0.00023038816,0.0006573509,0.000032902637,0.000006808686,0.00021852877,0.00006140969,0.9956976],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994715,0.000024341087,0.000010717134,0.00005207037,0.00031572115,0.00012566966],"domain_scores_gemma":[0.9997322,0.000023235056,0.000008482831,0.000022745788,0.00013162426,0.00008180183],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024646704,0.00047797093,0.00024321313,0.0011537326,0.004590106,0.0057008453,0.00060345425,0.0014785476,0.2221565],"category_scores_gemma":[0.0008022842,0.00020179515,0.00025508765,0.0022379637,0.0012720635,0.0020691995,0.001368847,0.0011907083,0.07977119],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070092365,0.000011095052,0.00029608555,0.00004263744,0.000001748805,0.00006777475,0.0004331493,0.00008855779,0.00019136711,0.045883346,0.87125504,0.08172221],"study_design_scores_gemma":[4.6148665e-7,0.0000010898733,0.0002227635,0.000019296996,3.4886472e-7,0.000017321618,0.0001931726,0.000022164535,0.000026437263,0.0009349777,0.99856025,0.0000017718298],"about_ca_topic_score_codex":0.39282566,"about_ca_topic_score_gemma":0.74886405,"teacher_disagreement_score":0.7778435,"about_ca_system_score_codex":0.008055839,"about_ca_system_score_gemma":0.012223247,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W7070360686","doi":"","title":"Perfectionnement de l’estimation de la percolation d’eau dans les sites d’enfouissement en milieu nordique au moyen d’essais de terrain et de modélisations numériques","year":2023,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rail transportation; Agrégation","score_opus":0.009348067107589491,"score_gpt":0.24148338194079108,"score_spread":0.2321353148332016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7070360686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7950198,0.0012583118,0.19156986,0.00073207193,0.00009499254,0.0000915048,0.0018772569,0.0007495637,0.0086065605],"genre_scores_gemma":[0.96193975,0.00043978076,0.03175204,0.000037822436,0.00001491521,0.00006495736,0.0012353822,0.00010460054,0.004410713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930096,0.00025134234,0.000032498254,0.00018348517,0.00014975466,0.000081975406],"domain_scores_gemma":[0.9952716,0.0032082687,0.00029861688,0.000301037,0.00080632174,0.00011408939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024120077,0.00089551666,0.00085640524,0.0013847847,0.00089568004,0.002336953,0.0013147196,0.0016191569,0.0016100507],"category_scores_gemma":[0.00726196,0.00090042094,0.0015444977,0.0015733308,0.0010847197,0.001497014,0.0006693683,0.0014216974,0.00032830215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005454326,0.000023471252,0.0072679315,0.000045461475,0.000042766773,0.00003934659,0.00007283126,0.98587716,0.00060362346,0.0014184441,0.00023345978,0.004320968],"study_design_scores_gemma":[0.000008488587,0.000017348902,0.0045809685,0.0000134865695,0.000012594733,0.000014149556,0.00006127249,0.99334323,0.0005885845,0.0008870752,0.00045418614,0.00001862281],"about_ca_topic_score_codex":0.371072,"about_ca_topic_score_gemma":0.26731226,"teacher_disagreement_score":0.371072,"about_ca_system_score_codex":0.0036749071,"about_ca_system_score_gemma":0.0032568038,"threshold_uncertainty_score":0.7378242},"labels":[],"label_agreement":null},{"id":"W7082146602","doi":"10.11575/prism/50241","title":"Biomechanical Effects of a Powered Knee Orthosis and Articulated Ankle-Foot Orthoses in People with Cerebral Palsy","year":2025,"lang":"en","type":"other","venue":"Open MIND","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cerebral palsy; Spasticity; Orthotics; Biomechanics; Rehabilitation; Sagittal plane; Gait; Ankle; Range of motion","score_opus":0.00810043837490773,"score_gpt":0.24102211040750782,"score_spread":0.23292167203260009,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7082146602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917644,0.0001784533,0.000075494245,0.000045352503,0.000008566542,0.000011004378,0.00006351817,0.000004157505,0.00043696322],"genre_scores_gemma":[0.9987324,0.00032886874,0.00034559332,0.000037574882,0.0000062628146,0.00002494867,0.00007473071,0.0000025948384,0.00044701714],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99973756,0.00006296029,0.000029157734,0.000034333938,0.000079547455,0.00005641082],"domain_scores_gemma":[0.9996543,0.000082752056,0.00009788383,0.00001742953,0.000084303596,0.00006347259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005682148,0.0003303196,0.000506138,0.00049508223,0.00041453043,0.0004123374,0.00020738381,0.0003924043,0.001448834],"category_scores_gemma":[0.0017301778,0.00018031112,0.00058845006,0.00035108547,0.00029130507,0.00024734487,0.0005837298,0.00038663336,0.0002234202],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011147846,0.0076858765,0.59242713,0.0026218062,0.0010068848,0.0044188434,0.011649521,0.0039457767,0.05915472,0.00033846943,0.0021633068,0.30343992],"study_design_scores_gemma":[0.00013630913,0.01142539,0.97677076,0.00024553432,0.0003350936,0.001250147,0.004852934,0.0009863081,0.0021573347,0.00012299293,0.0016730666,0.000044175256],"about_ca_topic_score_codex":0.005164575,"about_ca_topic_score_gemma":0.008602488,"teacher_disagreement_score":0.005164575,"about_ca_system_score_codex":0.00020114682,"about_ca_system_score_gemma":0.00022546534,"threshold_uncertainty_score":0.010268986},"labels":[],"label_agreement":null},{"id":"W7083822675","doi":"10.1097/hco.0000000000001255","title":"Editorial introductions","year":2025,"lang":"en","type":"article","venue":"Current Opinion in Cardiology","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"MEDLINE; Public health; Review article","score_opus":0.020994614004782888,"score_gpt":0.3219883302571413,"score_spread":0.30099371625235843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7083822675","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00007155692,0.0050692847,0.00043358712,0.024883948,0.95883703,0.000088763874,0.00033707183,0.00028426174,0.009994535],"genre_scores_gemma":[0.0012222647,0.008173309,0.0007132702,0.023786373,0.9220115,0.00014655865,0.00072429737,0.00031961693,0.04290283],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9921143,0.0012655862,0.0010175004,0.0011684494,0.0037903513,0.00064393895],"domain_scores_gemma":[0.94935733,0.009041153,0.0036153267,0.0019597465,0.02930219,0.0067242538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006629242,0.0027388325,0.0021973199,0.0064265886,0.0028419462,0.008750743,0.0031091636,0.00604067,0.17971964],"category_scores_gemma":[0.05840977,0.0008865188,0.002599668,0.0019167354,0.0015600771,0.0045697154,0.002790238,0.0070360205,0.11812464],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022834309,0.0000081552835,0.000023828263,0.00023848897,0.0000054116836,0.00005829783,0.000016544327,0.00001840926,0.000046479523,0.0003384414,0.9850975,0.014125613],"study_design_scores_gemma":[0.000022584547,0.000021572328,0.00010982289,0.00052114174,0.000011175343,0.00021533533,0.000040168692,0.000047603473,0.00008255343,0.0010511578,0.9978618,0.000015074942],"about_ca_topic_score_codex":0.0007727757,"about_ca_topic_score_gemma":0.001384424,"teacher_disagreement_score":0.17971964,"about_ca_system_score_codex":0.0028080747,"about_ca_system_score_gemma":0.0050393473,"threshold_uncertainty_score":0.6012221},"labels":[],"label_agreement":null},{"id":"W7095144230","doi":"","title":"Risk assessment: some new challenges associated with PCBs, Arsenic, and","year":2015,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Terzaghi's principle; Risk assessment; Risk management; Risk management tools; Emergency planning; Rendering (computer graphics)","score_opus":0.03131819745666273,"score_gpt":0.24218968937093566,"score_spread":0.21087149191427293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095144230","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0128662335,0.30094945,0.21665803,0.4403496,0.0061339685,0.00027490983,0.00019776932,0.0005623215,0.022007767],"genre_scores_gemma":[0.18228665,0.24905811,0.48485366,0.044400033,0.017613526,0.00057809614,0.0003001464,0.00038992325,0.020519903],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9805078,0.010430763,0.0013415205,0.0012681544,0.0059496863,0.0005020641],"domain_scores_gemma":[0.96102536,0.025416238,0.0014115887,0.0013985229,0.009656418,0.0010918976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.04915413,0.0018738367,0.0023172528,0.0045298184,0.0037679474,0.011951031,0.005687341,0.010024501,0.0038698763],"category_scores_gemma":[0.028744796,0.0009326489,0.0016267861,0.002450889,0.013074944,0.013313078,0.0072558913,0.013448377,0.0013841077],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017357327,0.00042094177,0.005419449,0.0046090866,0.00033880473,0.0032939846,0.00853598,0.019845495,0.004330621,0.23964502,0.08262096,0.6307661],"study_design_scores_gemma":[0.00004089596,0.0004382601,0.002967797,0.0030367335,0.000097430195,0.006297631,0.01435112,0.02097672,0.0030396108,0.5047782,0.4435218,0.00045375625],"about_ca_topic_score_codex":0.010545812,"about_ca_topic_score_gemma":0.012499971,"teacher_disagreement_score":0.04915413,"about_ca_system_score_codex":0.005692764,"about_ca_system_score_gemma":0.0068260496,"threshold_uncertainty_score":0.259955},"labels":[],"label_agreement":null},{"id":"W7095156364","doi":"","title":"Bioattenuation in groundwater impacted by landfill leachate traced with δ13C","year":2016,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Dissolved organic carbon; Groundwater; Aquifer; Biogeochemical cycle; Infiltration (HVAC); Groundwater pollution","score_opus":0.004186894042453789,"score_gpt":0.1818214238431281,"score_spread":0.17763452980067432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095156364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990532,0.000080662016,0.00013271488,0.000008082946,9.2460317e-7,0.0000021705073,0.00030505753,0.000019611247,0.00039757817],"genre_scores_gemma":[0.9991357,0.00006138512,0.0001630855,0.000010291025,6.54089e-7,0.0000032812322,0.0002775972,0.0000035752344,0.00034459966],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998832,0.000007386775,0.0000055798087,0.000027841874,0.00003536308,0.00004063664],"domain_scores_gemma":[0.9999387,0.0000066883053,0.000014404628,0.0000030330539,0.000026305668,0.000010790935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010492659,0.00021755231,0.00018085091,0.00052499404,0.00036481346,0.0004667419,0.0001737811,0.00020776995,0.00057939655],"category_scores_gemma":[0.00013443259,0.00016312092,0.00009973012,0.00053768954,0.00030644753,0.000130697,0.0002463338,0.0001180057,0.00012714046],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052265695,0.000033460172,0.17056452,0.000054143922,0.000025708414,0.0002966449,0.00048109135,0.0008706518,0.8171086,0.00009369927,0.00012116859,0.009827671],"study_design_scores_gemma":[0.000018617771,0.00036508482,0.6338715,0.000019091241,0.000048977534,0.000332744,0.0017417871,0.0039023464,0.35699683,0.00023880444,0.002428498,0.0000356347],"about_ca_topic_score_codex":0.04840735,"about_ca_topic_score_gemma":0.0608585,"teacher_disagreement_score":0.04840735,"about_ca_system_score_codex":0.0009623115,"about_ca_system_score_gemma":0.00040865198,"threshold_uncertainty_score":0.09625119},"labels":[],"label_agreement":null},{"id":"W7095716264","doi":"","title":"Converting Landfill Gas to Methanol at the Brady Road Landfill","year":2016,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Landfill gas; Methanol; Greenhouse gas; Renewable energy; Natural gas; TRACE (psycholinguistics)","score_opus":0.011108479196346893,"score_gpt":0.22685275182485456,"score_spread":0.21574427262850768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095716264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9538529,0.0005871393,0.004419035,0.00055617123,0.000030099898,0.00041648175,0.00042935286,0.00013613362,0.039572567],"genre_scores_gemma":[0.98144066,0.00073183444,0.0052748085,0.00007926722,0.000004868911,0.000053973232,0.00024155053,0.0000215413,0.012151421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941933,0.000072327595,0.0000104987175,0.000057104797,0.00024514337,0.00019555961],"domain_scores_gemma":[0.9999093,0.000011250211,0.0000110186165,0.000005967527,0.000043657845,0.000018867348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004546831,0.00048276046,0.00028440484,0.00058039726,0.0017051079,0.0016581939,0.00075005303,0.00045876508,0.004682027],"category_scores_gemma":[0.0003467567,0.00022574734,0.00047392273,0.0005319602,0.00063251803,0.00061593956,0.0005372239,0.00051065104,0.0010255162],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002569892,0.0009640606,0.039746527,0.0011809124,0.000118930926,0.005275503,0.0014680009,0.031652026,0.77407265,0.008980678,0.002910857,0.13105993],"study_design_scores_gemma":[0.00024177026,0.0031965228,0.042607464,0.00019109248,0.00015066702,0.0011235708,0.00724625,0.015033025,0.8365205,0.0011414196,0.09240195,0.0001458881],"about_ca_topic_score_codex":0.3460099,"about_ca_topic_score_gemma":0.644289,"teacher_disagreement_score":0.3460099,"about_ca_system_score_codex":0.0052211587,"about_ca_system_score_gemma":0.0054302383,"threshold_uncertainty_score":0.68799186},"labels":[],"label_agreement":null},{"id":"W7097061844","doi":"","title":"Executive Summary","year":2008,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Certificate; Executive summary; Section (typography); Leachate; Waste disposal; Commission","score_opus":0.014771606736136993,"score_gpt":0.20878560310069524,"score_spread":0.19401399636455824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097061844","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005738164,0.004515185,0.0006880428,0.016348343,0.011037804,0.00069782755,0.035508566,0.00085874874,0.92977166],"genre_scores_gemma":[0.0024321482,0.004034838,0.00036125223,0.0050619408,0.001377226,0.00033393552,0.01500137,0.00016007402,0.97123724],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99849296,0.00012417226,0.00010051979,0.00019136272,0.00088229316,0.000208741],"domain_scores_gemma":[0.99627787,0.00030604162,0.00020182178,0.0002386443,0.0026424802,0.00033312247],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0015160078,0.00076056446,0.0005752611,0.0016993515,0.001119544,0.0048758527,0.0015859832,0.0023505534,0.49081814],"category_scores_gemma":[0.00505296,0.00041976533,0.0003949045,0.0027976565,0.00026262866,0.0020255242,0.0009285574,0.0019329342,0.466107],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010387112,0.0000070722576,0.00007326289,0.00008472982,0.0000011094219,0.000015470141,0.000007669099,0.000019824367,0.000045463326,0.0013905265,0.97927547,0.019068893],"study_design_scores_gemma":[0.0000025540348,0.000004161734,0.0003333753,0.00006433221,9.978585e-7,0.000008384355,0.0000182468,0.000008506803,0.000021548736,0.00016226819,0.99937385,0.0000018205457],"about_ca_topic_score_codex":0.012262995,"about_ca_topic_score_gemma":0.0110622505,"teacher_disagreement_score":0.50918186,"about_ca_system_score_codex":0.0017094054,"about_ca_system_score_gemma":0.00683692,"threshold_uncertainty_score":0.7262861},"labels":[],"label_agreement":null},{"id":"W7097614492","doi":"","title":"Closed Eastview Road Landfill Site Prepared for City of Guelph","year":2007,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Landfill gas; Table (database); Waste disposal; Urban waste","score_opus":0.019905840261311696,"score_gpt":0.26971823950142465,"score_spread":0.24981239924011295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097614492","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02622321,0.00042584684,0.0039197532,0.0009907257,0.0007671325,0.0026300675,0.34522843,0.0022334997,0.61758137],"genre_scores_gemma":[0.026309917,0.00049404084,0.008369561,0.0006224121,0.000051508367,0.0009459138,0.19878295,0.00054507155,0.7638786],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9993772,0.00003372159,0.000022575916,0.00009352158,0.00039149247,0.00008161222],"domain_scores_gemma":[0.99916863,0.000041010833,0.00004427166,0.00006548552,0.0006124578,0.00006814068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032409982,0.000350917,0.00027695895,0.0018196382,0.0012903111,0.0012768711,0.0008068152,0.00041220788,0.23517632],"category_scores_gemma":[0.0010025147,0.00034067951,0.00017724468,0.0019933793,0.00018976555,0.00055059325,0.0008931056,0.00049013033,0.06866],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009455172,0.00006208936,0.003612787,0.00018853738,0.000005340636,0.00027748186,0.00025277352,0.0003030281,0.0032261373,0.0012123882,0.92997295,0.060792],"study_design_scores_gemma":[0.000019204512,0.000060523085,0.02454858,0.00006491149,0.0000040059913,0.00008227419,0.00048616854,0.00009031761,0.0017200129,0.00023139904,0.9726739,0.000018697876],"about_ca_topic_score_codex":0.15393731,"about_ca_topic_score_gemma":0.41761327,"teacher_disagreement_score":0.84606266,"about_ca_system_score_codex":0.0018946507,"about_ca_system_score_gemma":0.0060621146,"threshold_uncertainty_score":0.78674316},"labels":[],"label_agreement":null},{"id":"W7097635855","doi":"","title":"The application of geotextile and granular filters for PCB remediation&amp;quot;, Geosynthetics International (under review","year":2007,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotextile; Geosynthetics; Filter (signal processing); Work (physics); Soil water; Permeable reactive barrier; Environmental remediation","score_opus":0.01284301493791981,"score_gpt":0.27268910773246796,"score_spread":0.2598460927945482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097635855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6841333,0.2765694,0.015806254,0.0013241599,0.00073086686,0.00043806384,0.0004155273,0.00021140177,0.02037097],"genre_scores_gemma":[0.8306017,0.13669321,0.012655008,0.00046750202,0.00017465858,0.000102897524,0.0003675398,0.000032909298,0.018904598],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997675,0.000022638556,0.000017308654,0.000044649893,0.00011345347,0.000034441284],"domain_scores_gemma":[0.9998018,0.000030593943,0.00005340326,0.000013169715,0.00007691639,0.000024149922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004987914,0.00040013113,0.00026240188,0.00046376034,0.00030870014,0.00075481663,0.00033799073,0.0005807525,0.0023927349],"category_scores_gemma":[0.00026762974,0.00009868995,0.00030275513,0.00045074028,0.00040442153,0.00036109056,0.00024865955,0.00023009874,0.00085360586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000263186,0.0003010205,0.0020826268,0.0033962987,0.00006900078,0.00059666956,0.00016558458,0.00094828586,0.6511436,0.00078467245,0.0013314559,0.33891764],"study_design_scores_gemma":[0.00006010563,0.0032126806,0.011569004,0.00018869397,0.00013574072,0.0013854123,0.00032557905,0.00047325555,0.8844206,0.00014644898,0.09805655,0.000026102858],"about_ca_topic_score_codex":0.0031520142,"about_ca_topic_score_gemma":0.0052612317,"teacher_disagreement_score":0.0031520142,"about_ca_system_score_codex":0.00051521556,"about_ca_system_score_gemma":0.00065092446,"threshold_uncertainty_score":0.008004487},"labels":[],"label_agreement":null},{"id":"W7097711243","doi":"","title":"5ième CONGRÈS CONJOINT SCG/AIH-CNN 5TH JOINT CGS/IAH-CNC CONFERENCE TWENTY YEARS OF POLYETHYLENE GEOMEMBRANE UTILIZATION IN","year":2015,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Joint (building); Polyethylene; Durability","score_opus":0.1170151902664043,"score_gpt":0.2934297106601683,"score_spread":0.176414520393764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097711243","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07835704,0.09776831,0.010104552,0.071206436,0.08737944,0.0007136762,0.014561807,0.0013218678,0.63858694],"genre_scores_gemma":[0.04635208,0.011757479,0.0021874518,0.002879344,0.0022493503,0.00007065606,0.0033596249,0.00026449485,0.93087953],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9989335,0.000092431175,0.000025488507,0.00010551845,0.0005676407,0.00027536464],"domain_scores_gemma":[0.9976622,0.000084243744,0.00008534634,0.00010375646,0.0014854484,0.00057893345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025144275,0.0006799268,0.00039915205,0.0017871072,0.0026205932,0.0029331285,0.0011942897,0.0011225455,0.09019714],"category_scores_gemma":[0.0014311377,0.00023945708,0.000543422,0.0011368499,0.0009953158,0.0007403934,0.0024220955,0.0010622229,0.017039925],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027361547,0.000118952645,0.005870139,0.00032952498,0.00003528801,0.00038817016,0.0007653863,0.0006269919,0.0031807981,0.0025397677,0.84418,0.14169128],"study_design_scores_gemma":[0.0000030455215,0.000039974693,0.0058591743,0.000106013904,0.0000064795763,0.00006593171,0.0002878859,0.000070279784,0.0008796111,0.00009616025,0.992574,0.000011527114],"about_ca_topic_score_codex":0.4031386,"about_ca_topic_score_gemma":0.7280222,"teacher_disagreement_score":0.59686136,"about_ca_system_score_codex":0.012554131,"about_ca_system_score_gemma":0.0121884765,"threshold_uncertainty_score":0.8015841},"labels":[],"label_agreement":null},{"id":"W7099303774","doi":"","title":"Regional Manufacturing Employment Volatility in Canada: The Effects of Specialization and Trade. Economic Analysis Research Paper Series No. 005","year":2003,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Volatility (finance); Time series; Economic analysis; Series (stratigraphy); Statistical analysis; Trend analysis","score_opus":0.01489469677171467,"score_gpt":0.23654899250665548,"score_spread":0.2216542957349408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099303774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96442664,0.0035362642,0.00032428617,0.004753123,0.00003863893,0.00002250799,0.018828742,0.00004380549,0.008025942],"genre_scores_gemma":[0.9940248,0.00092579133,0.000100029334,0.00009975392,0.000012864781,0.000002803223,0.002873571,0.000013717257,0.0019466447],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99935585,0.000038073656,0.000026745687,0.00008914422,0.00015754085,0.000332663],"domain_scores_gemma":[0.9979388,0.00023542144,0.00029968508,0.000056916055,0.0010326523,0.00043660263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062814704,0.0002283442,0.00049159414,0.0012575998,0.0013757469,0.001956895,0.001034659,0.0006064354,0.004666724],"category_scores_gemma":[0.0030062073,0.00025159976,0.00082809094,0.0049461266,0.0008672019,0.00062314625,0.0010596339,0.00089286105,0.00038371628],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033179802,0.00005022989,0.9445199,0.000092405935,0.00032546406,0.0004568721,0.0014018737,0.009234626,0.00049138145,0.0057789143,0.01807409,0.019242423],"study_design_scores_gemma":[0.000011394551,0.000011389139,0.9879147,0.000050007042,0.00011101607,0.000067337285,0.002274418,0.0039111883,0.00019439365,0.00034922583,0.005080508,0.000024388413],"about_ca_topic_score_codex":0.9967841,"about_ca_topic_score_gemma":0.9980227,"teacher_disagreement_score":0.028448235,"about_ca_system_score_codex":0.028448235,"about_ca_system_score_gemma":0.03128231,"threshold_uncertainty_score":0.20640737},"labels":[],"label_agreement":null},{"id":"W7099429388","doi":"","title":"Teaching Cultural Studies","year":2016,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subculture (biology); Cultural studies; Reading (process); Relation (database); Cultural analysis; The Imaginary; Popular culture; Cultural practice","score_opus":0.028920948006632915,"score_gpt":0.29595831083358426,"score_spread":0.26703736282695134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099429388","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0057132505,0.022570897,0.010456792,0.0312561,0.006107585,0.00018640952,0.00034770364,0.00042269044,0.9229386],"genre_scores_gemma":[0.063605376,0.0301726,0.01521099,0.013043591,0.0029093637,0.00035385537,0.0004153521,0.00050458784,0.8737842],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984931,0.00048408334,0.00008779006,0.00022980792,0.0005074011,0.00019773026],"domain_scores_gemma":[0.9968405,0.00083556323,0.00015966056,0.00042167795,0.00044978637,0.0012928147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023178405,0.00088387635,0.00064817554,0.0012230322,0.0038784775,0.0061807814,0.0008598742,0.0014896273,0.10152014],"category_scores_gemma":[0.004487969,0.00037975635,0.00046716703,0.0013333489,0.003650641,0.003313898,0.0048649213,0.0036274716,0.031744454],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022583426,0.00024593048,0.0009127515,0.0004904836,0.000009931739,0.00020873662,0.011486258,0.00021646095,0.0017076368,0.14009693,0.4535573,0.3910451],"study_design_scores_gemma":[0.0000033151557,0.000020450403,0.0005364131,0.00038670487,0.0000013334587,0.0001268228,0.0025795966,0.000040948482,0.0001934619,0.020049807,0.97605693,0.000004165726],"about_ca_topic_score_codex":0.002531109,"about_ca_topic_score_gemma":0.007242936,"teacher_disagreement_score":0.10152014,"about_ca_system_score_codex":0.0041106027,"about_ca_system_score_gemma":0.0066327564,"threshold_uncertainty_score":0.33961874},"labels":[],"label_agreement":null},{"id":"W7099897202","doi":"","title":"Acquisitions et services bibliographiques","year":2014,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Term (time); Work (physics); Information system","score_opus":0.0040119886866377165,"score_gpt":0.2263638586458347,"score_spread":0.22235186995919698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099897202","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017708003,0.008629282,0.005239962,0.0041953214,0.0027805502,0.0005092178,0.46072364,0.012085406,0.5040658],"genre_scores_gemma":[0.009491435,0.011287195,0.009633027,0.001220071,0.0011024036,0.00065796304,0.45494556,0.004603185,0.5070591],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9956781,0.000702474,0.0007653303,0.00086250465,0.0016564023,0.00033522383],"domain_scores_gemma":[0.99029326,0.0014697307,0.0006602848,0.001656634,0.005252738,0.00066732394],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0031612287,0.0016458231,0.0016474953,0.02364336,0.0017729898,0.010182154,0.002028665,0.0017425979,0.7147693],"category_scores_gemma":[0.013945563,0.0008571506,0.0008578418,0.032718234,0.0005998125,0.004220052,0.0023195457,0.0014741059,0.5490877],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001430046,0.000029362245,0.0008010444,0.0014871098,0.000040033126,0.00012457428,0.00017508345,0.00012727478,0.0007575415,0.0070810807,0.840454,0.14877997],"study_design_scores_gemma":[0.000009815784,0.0000040164555,0.00071883504,0.00015238136,0.000007079207,0.000055418506,0.0000606978,0.000036200232,0.00011859461,0.00036846637,0.99846125,0.000007364883],"about_ca_topic_score_codex":0.03258165,"about_ca_topic_score_gemma":0.021353163,"teacher_disagreement_score":0.2852307,"about_ca_system_score_codex":0.0039651426,"about_ca_system_score_gemma":0.008805468,"threshold_uncertainty_score":0.40684694},"labels":[],"label_agreement":null},{"id":"W7100108481","doi":"","title":"Solid Waste Diversion in Manitoba..................................................................................5","year":2007,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Waste treatment; Hazardous waste; Raw material; Waste disposal","score_opus":0.012421301128522298,"score_gpt":0.25125238489565943,"score_spread":0.23883108376713713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100108481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9786548,0.0025144934,0.000205583,0.0019707612,0.000030011372,0.00007363231,0.0017738587,0.000075163174,0.01470169],"genre_scores_gemma":[0.9800253,0.00357618,0.00074065867,0.00036982144,0.000009179879,0.000032477812,0.00076735375,0.000014036932,0.014465004],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99981946,0.000025031095,0.0000079400525,0.00001831419,0.00005384554,0.00007539708],"domain_scores_gemma":[0.9997259,0.000023413102,0.000033010332,0.000009659019,0.00013322095,0.000074835945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018344073,0.0003317113,0.00017286718,0.000986895,0.0018766097,0.0009125111,0.0005805054,0.00038541216,0.0033275099],"category_scores_gemma":[0.00032684777,0.00020078695,0.00029239774,0.0029000759,0.00074437185,0.00024119049,0.0007716307,0.00031915004,0.0004030938],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025931076,0.00023267687,0.87217075,0.00059299223,0.00014555575,0.0044361404,0.004823764,0.0026605371,0.007317762,0.0020679727,0.008759275,0.09653331],"study_design_scores_gemma":[0.000023182249,0.00013826201,0.9515416,0.00019687836,0.000071652816,0.0009232957,0.01916528,0.00092949596,0.0022599162,0.00043081082,0.024289107,0.000030589454],"about_ca_topic_score_codex":0.937019,"about_ca_topic_score_gemma":0.9816166,"teacher_disagreement_score":0.06298101,"about_ca_system_score_codex":0.0113481665,"about_ca_system_score_gemma":0.01681192,"threshold_uncertainty_score":0.1267038},"labels":[],"label_agreement":null},{"id":"W7100575220","doi":"","title":"recovery rates from 35 Canadian landfills","year":2009,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Institution; Word (group theory); Information Dissemination; Reproduction; Higher education","score_opus":0.00600072081341683,"score_gpt":0.20188840363699304,"score_spread":0.19588768282357621,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100575220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96580493,0.0015794487,0.0012179831,0.00031954204,0.000030029576,0.00019274792,0.013499844,0.00011241354,0.017243065],"genre_scores_gemma":[0.9602984,0.0014239419,0.0013888654,0.00008902353,0.000007666668,0.000056916408,0.008158098,0.000043856777,0.028533116],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99782443,0.00006337502,0.000067876405,0.00027548813,0.0012298962,0.0005388572],"domain_scores_gemma":[0.99914956,0.00003179634,0.00007334932,0.00003129317,0.000669023,0.00004499561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009658309,0.0006517274,0.0005663019,0.003162813,0.0030653689,0.0019374968,0.0009369995,0.0005363388,0.0053003607],"category_scores_gemma":[0.0013518969,0.00023468831,0.00089567155,0.003697254,0.00071941986,0.00043342568,0.0010296386,0.00031786013,0.0008567994],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003220045,0.00020897445,0.6808741,0.0009368765,0.00050863216,0.00096139935,0.0059438506,0.01138532,0.025647778,0.003142224,0.028582491,0.2385884],"study_design_scores_gemma":[0.000034423058,0.0002558508,0.89306134,0.00015417386,0.00041013112,0.00029131962,0.007080141,0.0055309073,0.023098303,0.00047853639,0.06943326,0.0001716784],"about_ca_topic_score_codex":0.9806219,"about_ca_topic_score_gemma":0.9879028,"teacher_disagreement_score":0.019743666,"about_ca_system_score_codex":0.019743666,"about_ca_system_score_gemma":0.018777223,"threshold_uncertainty_score":0.143251},"labels":[],"label_agreement":null},{"id":"W7100992352","doi":"","title":"57ième CONGRÈS CANADIEN DE GÉOTECHNIQUE 57TH CANADIAN GEOTECHNICAL CONFERENCE 5ième CONGRÈS CONJOINT SCG/AIH-CNN 5TH JOINT CGS/IAH-CNC CONFERENCE EVALUATION OF UNSATURATED FLOW IN MINE WASTE ROCK","year":2015,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Terrain; Pile; Infiltration (HVAC); Water flow; Permeability (electromagnetism)","score_opus":0.09665690634916554,"score_gpt":0.29115479087828694,"score_spread":0.1944978845291214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100992352","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022303855,0.061665434,0.01776078,0.05763269,0.050106253,0.0007250071,0.0067157443,0.0018740988,0.7812162],"genre_scores_gemma":[0.027802013,0.015077082,0.0046507404,0.0012591361,0.0014564374,0.00012115942,0.002344525,0.0004719962,0.94681686],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969903,0.00020659198,0.00007927539,0.0002839164,0.0017451667,0.00069467945],"domain_scores_gemma":[0.99475163,0.00018408784,0.00008217621,0.00029545443,0.003575894,0.0011107298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034588824,0.0016771083,0.0010547735,0.00459989,0.0033870088,0.0057814717,0.0017230576,0.0021359883,0.21059792],"category_scores_gemma":[0.00266486,0.00048635298,0.0010741384,0.0025993958,0.0021029676,0.0013916031,0.0042791124,0.0025131507,0.049684796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023957151,0.00019650726,0.004896657,0.0003780597,0.00004849958,0.00031837018,0.00047825597,0.0017934345,0.004236687,0.0113807535,0.76349705,0.21253608],"study_design_scores_gemma":[0.0000088182005,0.000032989366,0.0034178593,0.00012123681,0.000009293718,0.00006611299,0.00020829252,0.00037569966,0.0008629164,0.0005559499,0.9943211,0.000019719731],"about_ca_topic_score_codex":0.62538683,"about_ca_topic_score_gemma":0.7282811,"teacher_disagreement_score":0.37461317,"about_ca_system_score_codex":0.019435475,"about_ca_system_score_gemma":0.0380512,"threshold_uncertainty_score":0.7536387},"labels":[],"label_agreement":null},{"id":"W7105877326","doi":"10.5281/zenodo.17635315","title":"Methane and Bonding Supplementary Information","year":2025,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Parks and Wilderness Society","funders":"","keywords":"","score_opus":0.014198406311944219,"score_gpt":0.23219709704101607,"score_spread":0.21799869072907185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7105877326","genre_codex":"dataset","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015881201,0.003340436,0.02553705,0.0012032118,0.004302488,0.00071666535,0.782085,0.009279139,0.15765476],"genre_scores_gemma":[0.082387455,0.0041709966,0.01813197,0.0012715331,0.0011468261,0.0025752157,0.7675333,0.004502582,0.11828008],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99909997,0.00011107086,0.000030141226,0.00019337951,0.0003233581,0.00024207159],"domain_scores_gemma":[0.99916184,0.0002737853,0.00005843062,0.0002681991,0.00014565735,0.00009200232],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010249473,0.0031724703,0.0020475658,0.0036374535,0.0021751442,0.0008946046,0.0050419946,0.0014970681,0.7178435],"category_scores_gemma":[0.0028135306,0.001088202,0.00095509883,0.0039342768,0.00043712478,0.0020470172,0.0021767623,0.0026718837,0.23439492],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006164507,0.00015884604,0.0006607624,0.0021015755,0.00008545891,0.00015812842,0.000056208206,0.0029592935,0.0112773245,0.013244603,0.92490244,0.043778945],"study_design_scores_gemma":[0.00040320595,0.00046394023,0.0028266406,0.00031344744,0.00007682283,0.00024855704,0.00013676225,0.009745871,0.031704865,0.02041454,0.93347055,0.00019469894],"about_ca_topic_score_codex":0.0053775012,"about_ca_topic_score_gemma":0.011867952,"teacher_disagreement_score":0.7178435,"about_ca_system_score_codex":0.0012663461,"about_ca_system_score_gemma":0.0012643045,"threshold_uncertainty_score":0.402462},"labels":[],"label_agreement":null},{"id":"W7105887670","doi":"10.5281/zenodo.17635316","title":"Methane and Bonding Supplementary Information","year":2025,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Parks and Wilderness Society","funders":"","keywords":"","score_opus":0.014198406311944219,"score_gpt":0.23219709704101607,"score_spread":0.21799869072907185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7105887670","genre_codex":"dataset","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015881201,0.003340436,0.02553705,0.0012032118,0.004302488,0.00071666535,0.782085,0.009279139,0.15765476],"genre_scores_gemma":[0.082387455,0.0041709966,0.01813197,0.0012715331,0.0011468261,0.0025752157,0.7675333,0.004502582,0.11828008],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99909997,0.00011107086,0.000030141226,0.00019337951,0.0003233581,0.00024207159],"domain_scores_gemma":[0.99916184,0.0002737853,0.00005843062,0.0002681991,0.00014565735,0.00009200232],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010249473,0.0031724703,0.0020475658,0.0036374535,0.0021751442,0.0008946046,0.0050419946,0.0014970681,0.7178435],"category_scores_gemma":[0.0028135306,0.001088202,0.00095509883,0.0039342768,0.00043712478,0.0020470172,0.0021767623,0.0026718837,0.23439492],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006164507,0.00015884604,0.0006607624,0.0021015755,0.00008545891,0.00015812842,0.000056208206,0.0029592935,0.0112773245,0.013244603,0.92490244,0.043778945],"study_design_scores_gemma":[0.00040320595,0.00046394023,0.0028266406,0.00031344744,0.00007682283,0.00024855704,0.00013676225,0.009745871,0.031704865,0.02041454,0.93347055,0.00019469894],"about_ca_topic_score_codex":0.0053775012,"about_ca_topic_score_gemma":0.011867952,"teacher_disagreement_score":0.7178435,"about_ca_system_score_codex":0.0012663461,"about_ca_system_score_gemma":0.0012643045,"threshold_uncertainty_score":0.402462},"labels":[],"label_agreement":null},{"id":"W7106245388","doi":"10.1525/elementa.2025.00042","title":"Active face emissions: An opportunity for reducing methane emissions in global waste management","year":2025,"lang":"en","type":"article","venue":"Elementa Science of the Anthropocene","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"St. Francis Xavier University","funders":"Natural Resources Canada; Environment and Climate Change Canada","keywords":"Methane; Leachate; Landfill gas; Methane emissions; Greenhouse gas; Compost; Municipal solid waste; Bioreactor landfill","score_opus":0.02485588736516438,"score_gpt":0.34260167982556017,"score_spread":0.3177457924603958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106245388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98316807,0.00039774636,0.009867081,0.0005877444,0.000006873394,0.000035933594,0.00024337979,0.00011694831,0.005576103],"genre_scores_gemma":[0.9875743,0.0002242038,0.0112101585,0.000062400264,0.0000042105335,0.000009634543,0.000103642065,0.000011661924,0.00079980993],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99976283,0.000033538192,0.0000030289941,0.000023267656,0.00009252935,0.00008484981],"domain_scores_gemma":[0.99989367,0.000015838485,0.000025786312,0.000008440951,0.000038395596,0.000017868284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036218207,0.0003614822,0.00018938558,0.0006658292,0.0006223877,0.0006855505,0.0006179682,0.00034200755,0.0009775655],"category_scores_gemma":[0.00060867314,0.00011023758,0.00019647206,0.00080293056,0.000458435,0.00050114153,0.0008981118,0.00023412333,0.000092559516],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004829124,0.0002892319,0.37613586,0.00035283892,0.00010720988,0.00027474223,0.0019131568,0.023775736,0.06689024,0.0053014467,0.0017235638,0.52275306],"study_design_scores_gemma":[0.000035515233,0.0006804678,0.8967777,0.00014663293,0.00012389227,0.00018726864,0.0063412488,0.03208911,0.036492214,0.004729408,0.022309711,0.00008686181],"about_ca_topic_score_codex":0.39849848,"about_ca_topic_score_gemma":0.75075775,"teacher_disagreement_score":0.39849848,"about_ca_system_score_codex":0.002483323,"about_ca_system_score_gemma":0.0040589017,"threshold_uncertainty_score":0.7923579},"labels":[],"label_agreement":null},{"id":"W7106848747","doi":"10.2139/ssrn.5818032","title":"Estimating Methane Emissions from Canadian Landfills using Aircraft Measurements","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Memorial University of Newfoundland; St. Francis Xavier University","funders":"","keywords":"Methane emissions; Methane; Emission inventory; Transect; Landfill gas; Greenhouse gas; Flux (metallurgy)","score_opus":0.02991117416820167,"score_gpt":0.28385412643190866,"score_spread":0.253942952263707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106848747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898453,0.00027501336,0.0020248618,0.00006294509,0.000007358791,0.000037542773,0.0027182077,0.00007685908,0.0049518957],"genre_scores_gemma":[0.9943375,0.0003136704,0.002417889,0.00001266371,0.0000027076592,0.000014932971,0.0016307457,0.000021685115,0.0012481655],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996358,0.000015725058,0.0000071115096,0.000051949166,0.00019208284,0.00009721065],"domain_scores_gemma":[0.99980885,0.000043358505,0.000015530692,0.00001139478,0.000107891065,0.000013102434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035365194,0.000775962,0.0003378847,0.00102256,0.0016621572,0.0010336968,0.00055862503,0.0006061144,0.0011068122],"category_scores_gemma":[0.0007008824,0.0002884799,0.00049624074,0.0023984222,0.00029219207,0.0005554773,0.00032790238,0.00043913594,0.00019782435],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016271166,0.0004775024,0.5634162,0.00036713845,0.00044452868,0.00047118112,0.00090399466,0.23250937,0.08365137,0.0015354378,0.0041024317,0.11049377],"study_design_scores_gemma":[0.00007671462,0.00017386596,0.79612136,0.00004048394,0.0002623263,0.000057358484,0.00094907556,0.14546952,0.05046239,0.00038661837,0.0059127877,0.000087557135],"about_ca_topic_score_codex":0.97535056,"about_ca_topic_score_gemma":0.98052925,"teacher_disagreement_score":0.024649441,"about_ca_system_score_codex":0.008379376,"about_ca_system_score_gemma":0.007757989,"threshold_uncertainty_score":0.060796857},"labels":[],"label_agreement":null},{"id":"W7111333398","doi":"10.1021/acsestair.5c00127.s001","title":"Comparison ofLandfill Methane Emission QuantificationUsing Multiple Observation Methods","year":2025,"lang":"","type":"article","venue":"Figshare","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Methane; Methane emissions; Range (aeronautics); Greenhouse gas; Landfill gas; Environmental monitoring; Software deployment","score_opus":0.16447365172911813,"score_gpt":0.4166269079390958,"score_spread":0.25215325620997764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7111333398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93173325,0.0014626604,0.057520244,0.00019930917,0.000038977334,0.00018621275,0.002294631,0.0006554823,0.0059092594],"genre_scores_gemma":[0.93823177,0.0008389926,0.057172257,0.00005906629,0.000014910387,0.00013559715,0.00206635,0.000071532675,0.0014096383],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99834704,0.00025092982,0.000069729685,0.00032744836,0.00086577673,0.00013901632],"domain_scores_gemma":[0.9982728,0.00043730473,0.0002553709,0.00013595694,0.0008653673,0.00003321413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020832007,0.0008161659,0.0004658494,0.0015897881,0.0004884206,0.0007237294,0.0008368619,0.00049648935,0.0008903298],"category_scores_gemma":[0.0029541503,0.0003127294,0.00058018713,0.001503761,0.00028687212,0.0007943227,0.0006841319,0.0002990054,0.00019289012],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011465952,0.0003445853,0.4823918,0.0008222316,0.0011303388,0.00018634688,0.0008857383,0.07451085,0.05494631,0.0013443924,0.002053041,0.38023785],"study_design_scores_gemma":[0.00006282616,0.0004095124,0.70145434,0.000096860516,0.00043096952,0.00020468268,0.00093499356,0.23530358,0.052732617,0.0005718808,0.0076350826,0.00016277599],"about_ca_topic_score_codex":0.20746835,"about_ca_topic_score_gemma":0.37594843,"teacher_disagreement_score":0.20746835,"about_ca_system_score_codex":0.0032650926,"about_ca_system_score_gemma":0.0012566341,"threshold_uncertainty_score":0.41252148},"labels":[],"label_agreement":null},{"id":"W7112016133","doi":"","title":"Effect of digestate and untreated slurry properties on ammonia emission from field application","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Digestate; Slurry; Field (mathematics); Ammonia","score_opus":0.00292406161251548,"score_gpt":0.21502707672357474,"score_spread":0.21210301511105925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7112016133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993206,0.00010526248,0.00013335935,0.000007769111,0.0000060068255,0.000009116266,0.0000836769,0.0000034760792,0.00033067598],"genre_scores_gemma":[0.9985483,0.00010776923,0.00032958863,0.000021484273,0.0000049218743,0.000009010515,0.00014684582,0.0000066549974,0.00082548993],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99921584,0.000236484,0.00008894466,0.00014727142,0.00016849699,0.00014287313],"domain_scores_gemma":[0.99841714,0.00096037565,0.0002035221,0.000068498775,0.00025189837,0.00009857316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008758807,0.0003612085,0.0005006042,0.00024549302,0.00040925058,0.00063306116,0.00032822546,0.0005418634,0.0014822397],"category_scores_gemma":[0.0014881025,0.00021672604,0.00039942225,0.0003163021,0.00038659966,0.00051479886,0.0002767607,0.00037486976,0.000196718],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.019756405,0.001119938,0.016613407,0.00026452338,0.0001152886,0.0001868134,0.00015287554,0.0015906004,0.9511398,0.00005070926,0.00010174038,0.008907844],"study_design_scores_gemma":[0.00007953365,0.0071174256,0.05449984,0.000016555423,0.00009569356,0.00009765636,0.00025819748,0.0015977381,0.93555063,0.000040366125,0.0006285186,0.000017938959],"about_ca_topic_score_codex":0.0065211924,"about_ca_topic_score_gemma":0.012373058,"teacher_disagreement_score":0.0065211924,"about_ca_system_score_codex":0.00066894456,"about_ca_system_score_gemma":0.00058393594,"threshold_uncertainty_score":0.012966454},"labels":[],"label_agreement":null},{"id":"W7113453714","doi":"","title":"Modelled effect of storage tank size on methane emission and temperature dynamics in manure","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Interreg; Agencia Estatal de Investigación; European Regional Development Fund; Bundesamt für Energie; Wageningen University and Research; Agence de la transition écologique; Ministerie van Economische Zaken en Klimaat; Ministry of Science and ICT, South Korea; European Agricultural Fund for Rural Development; Innosuisse - Schweizerische Agentur für Innovationsförderung; Staatssekretariat für Bildung, Forschung und Innovation; Région Bretagne; Ministerio de Asuntos Económicos y Transformación Digital, Gobierno de España; Agriculture and Agri-Food Canada; Hainan University; National Research Foundation; Vlaamse regering; Norges Forskningsråd; Bundesamt für Umwelt; Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Rural Development Administration; Universidad Politécnica de Madrid; Regione Lombardia; Embrapa Florestas; Ministry of Agriculture, Forestry and Fisheries; Major Science and Technology Projects in Yunnan Province; National Natural Science Foundation of China; National Research Foundation of Korea; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Ministry of Environment; Chinese Academy of Sciences; Lietuvos Mokslo Taryba; Svenska Forskningsrådet Formas; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; European Commission; Fundação de Amparo à Pesquisa do Estado de São Paulo; Natural Environment Research Council; U.S. Department of Agriculture; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; Teagasc; National Science Foundation; Ministère de l'Agriculture, des Pêcheries et de l'Alimentation; Science Foundation Ireland; Xunta de Galicia; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail; Agroscope; Geraldine R. Dodge Foundation; Department for Environment, Food and Rural Affairs, UK Government; Natural Resources Conservation Service; Grønt Udviklings- og Demonstrations Program; Bundesamt für Landwirtschaft; National Institute of Food and Agriculture; Ministerio de Ciencia, Innovación y Universidades; Fundação para a Ciência e a Tecnologia; Università degli Studi di Milano; Innovationsfonden; Grain Farmers of Ontario; Agence Nationale de la Recherche; Bundesministerium für Ernährung und Landwirtschaft; Department of Agriculture, Environment and Rural Affairs, UK Government; Comunidad de Madrid; Ministeriet for Fø devarer, Landbrug og Fiskeri; Biotechnology and Biological Sciences Research Council; Ministerio de Ciencia, Tecnología e Innovación Productiva; Department of Agriculture, Food and the Marine, Ireland; Ministerio de Ciencia e Innovación; Northwestern University; Instituto Nacional de Investigación y Tecnología Agraria y Alimentaria","keywords":"Manure; Methane; Storage tank; Methane emissions; Liquid manure","score_opus":0.002141084881641867,"score_gpt":0.22149064043975075,"score_spread":0.2193495555581089,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7113453714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99522865,0.00004854595,0.0009994052,0.000086041924,0.000019742589,0.00001541682,0.0013054338,0.000086676155,0.0022101419],"genre_scores_gemma":[0.99857914,0.000027529386,0.00024257219,0.000009515734,0.0000013783543,0.000013100778,0.0003524148,0.000011820745,0.0007624667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987197,0.00002025963,0.000007803464,0.000035450747,0.000015564634,0.000048886068],"domain_scores_gemma":[0.9994892,0.0003484935,0.000030831925,0.000028417167,0.00006972814,0.00003336178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029588345,0.0005400129,0.00059215375,0.00021860945,0.0003901277,0.000875564,0.0009287812,0.0013659591,0.0048537795],"category_scores_gemma":[0.000793824,0.00048510218,0.0009684053,0.0004409586,0.00048292108,0.0008202424,0.00028565162,0.0007660704,0.0003442414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069906266,0.0001372331,0.005620904,0.00009698283,0.00004290756,0.00013982638,0.000031036383,0.97981113,0.011293468,0.0002860669,0.00030750473,0.0015338827],"study_design_scores_gemma":[0.00020004658,0.0003084887,0.014826987,0.000015579055,0.00006952706,0.000021751586,0.000104224666,0.96926177,0.014486151,0.00029153583,0.00037132815,0.00004265493],"about_ca_topic_score_codex":0.04742993,"about_ca_topic_score_gemma":0.02996681,"teacher_disagreement_score":0.04742993,"about_ca_system_score_codex":0.0017654771,"about_ca_system_score_gemma":0.0009417043,"threshold_uncertainty_score":0.09430772},"labels":[],"label_agreement":null},{"id":"W7115180879","doi":"10.1139/cgj-2025-0121","title":"Effect of granular bentonite size and needle-punched fibers on virus transport through compacted and geosynthetic clay liners permeated with KCl","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Geosynthetic clay liner; Permeation; Leachate; Sorption; Diffusion; Hydraulic conductivity; Permeability (electromagnetism); Geomembrane","score_opus":0.00396734188220166,"score_gpt":0.21217687380165293,"score_spread":0.20820953191945127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115180879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990558,0.00028672174,0.0002564059,0.000016225778,0.0000080659265,0.000009759082,0.00007300636,0.000019045681,0.00027486045],"genre_scores_gemma":[0.99836236,0.00033131582,0.0006392794,0.000018682898,0.000002632271,0.000012331225,0.00007968143,0.000013178676,0.00054050476],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999795,0.000026759506,0.000021607857,0.000058299604,0.000042889238,0.0000554537],"domain_scores_gemma":[0.99973756,0.000069729314,0.00007992828,0.000012396989,0.00005327505,0.000047025158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024261652,0.00038289517,0.00028875892,0.00018125797,0.0001598127,0.00046484292,0.00021987894,0.00026795143,0.00080361974],"category_scores_gemma":[0.00041732873,0.00021434811,0.00032232064,0.0001696783,0.00019737612,0.0005260186,0.00027982172,0.00048484516,0.00019599905],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026285445,0.000054214684,0.0004485944,0.00010298928,0.0000129010605,0.000044979384,0.000058998514,0.00036665812,0.99662846,0.00003201016,0.00002998005,0.0019573579],"study_design_scores_gemma":[0.000014678308,0.0010074174,0.0053644753,0.000023719169,0.00003292264,0.000037783197,0.00015050553,0.0029615911,0.98953724,0.000016224985,0.00083342637,0.000020088486],"about_ca_topic_score_codex":0.0033068608,"about_ca_topic_score_gemma":0.0053600078,"teacher_disagreement_score":0.0033068608,"about_ca_system_score_codex":0.00033961103,"about_ca_system_score_gemma":0.0001602146,"threshold_uncertainty_score":0.006575227},"labels":[],"label_agreement":null},{"id":"W7115681853","doi":"10.25316/ir-20535","title":"Greenhouse Gas Mitigation and Management Strategies for Methane Reduction from Waste in Victoria, British Columbia, Canada.","year":2025,"lang":"en","type":"dissertation","venue":"VIUSpace (Vancouver Island University Library)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Methane; Biosolids; Greenhouse gas; Landfill gas; Anaerobic digestion; Biogas; Limiting; Municipal solid waste","score_opus":0.003555155106635702,"score_gpt":0.16770114460337068,"score_spread":0.16414598949673498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115681853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8251664,0.07882339,0.0029841312,0.0060813604,0.000081957434,0.001472512,0.0042504063,0.000083057916,0.08105684],"genre_scores_gemma":[0.95078146,0.023864197,0.0061645187,0.00053608575,0.000007821296,0.0002495823,0.00088007265,0.000014070321,0.017502299],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9991079,0.00024861848,0.000041551568,0.00006882166,0.00032420244,0.00020889108],"domain_scores_gemma":[0.9989386,0.00019055758,0.00010395709,0.000011238701,0.00063200155,0.00012362753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016593065,0.00048681238,0.00030986665,0.0018097295,0.0020637135,0.00231108,0.00076552277,0.00044241073,0.0017691129],"category_scores_gemma":[0.0023923137,0.0002481759,0.00042593127,0.0033679937,0.00043067223,0.00043519225,0.00065319246,0.00045254358,0.00012512674],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013870355,0.0010829794,0.12216846,0.015788272,0.00086895365,0.0013947409,0.012659871,0.03936058,0.02200751,0.012646669,0.024697604,0.7459373],"study_design_scores_gemma":[0.00043155905,0.0025420035,0.57880497,0.009230608,0.0032548774,0.0004725588,0.06595308,0.03272252,0.030581731,0.0045050913,0.2711206,0.00038039908],"about_ca_topic_score_codex":0.9865263,"about_ca_topic_score_gemma":0.9956411,"teacher_disagreement_score":0.054812994,"about_ca_system_score_codex":0.054812994,"about_ca_system_score_gemma":0.10481135,"threshold_uncertainty_score":0.397698},"labels":[],"label_agreement":null},{"id":"W7116721502","doi":"10.18280/mmep.121116","title":"Ecological Strategies for the Stabilization of Sandy Soils on the Peruvian Coast: Use of Activated Cane Ash and Calcareous Residues","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Calcareous; Cane; Calcareous soils; Wood ash; Ecosystem","score_opus":0.04292502725510368,"score_gpt":0.2330356653229407,"score_spread":0.190110638067837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116721502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893734,0.0006541101,0.0032998407,0.0010098595,0.0000035830653,0.000069214904,0.000056971618,0.000013750628,0.0055193356],"genre_scores_gemma":[0.9970709,0.0005079484,0.0015917973,0.000016170841,0.0000013878314,0.000022237282,0.000022612705,0.0000016946304,0.0007652177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985397,0.00007223901,0.0000056741706,0.000011846147,0.000015348529,0.00004085087],"domain_scores_gemma":[0.9998388,0.00004539196,0.00004524471,0.000007932228,0.00003757628,0.000024995345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004570843,0.00032540452,0.00016259232,0.00078559294,0.0005939861,0.0010496461,0.0005667058,0.0006607409,0.0016763845],"category_scores_gemma":[0.0007031494,0.000095360876,0.00028112586,0.00072048575,0.000605619,0.00059356756,0.0009738169,0.00016662528,0.000086204855],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015645651,0.0012438413,0.20000032,0.0020881896,0.00054010836,0.0043722293,0.004614539,0.3502123,0.09608238,0.07480788,0.0027150898,0.2617586],"study_design_scores_gemma":[0.00046291956,0.0039844383,0.38142386,0.00046741517,0.0007756193,0.00096344267,0.045559254,0.44291583,0.031814955,0.05585351,0.03561621,0.0001624204],"about_ca_topic_score_codex":0.023397772,"about_ca_topic_score_gemma":0.069703884,"teacher_disagreement_score":0.023397772,"about_ca_system_score_codex":0.0014019796,"about_ca_system_score_gemma":0.0020445026,"threshold_uncertainty_score":0.046523154},"labels":[],"label_agreement":null},{"id":"W7116783422","doi":"10.18280/mmep.121104","title":"Investigation of Landfill Site Location Using GIS and Ranking Method: Pirmam District—A Case Study","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Ranking (information retrieval); Geographic information system; Calibration; Information system; Data collection","score_opus":0.03834488353459551,"score_gpt":0.2567158365325041,"score_spread":0.21837095299790862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116783422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99441886,0.000036042737,0.0017582289,0.00006904381,0.0000027635044,0.000051094543,0.00018845662,0.000028189572,0.003447402],"genre_scores_gemma":[0.99543023,0.00006295281,0.002506011,0.0000040642035,0.0000021838591,0.000016251963,0.00010992649,0.0000046845794,0.0018637857],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9994904,0.00018823805,0.000025053469,0.00006225275,0.00015197256,0.000082203114],"domain_scores_gemma":[0.99950385,0.00023068514,0.000078215344,0.00004826909,0.00009684177,0.000042183914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005042571,0.00025429772,0.00034489215,0.0015737436,0.0010104515,0.000959133,0.00079384184,0.00066498615,0.0024796287],"category_scores_gemma":[0.00088581245,0.00029006044,0.00036196772,0.0025869394,0.00059431395,0.0005504471,0.0005292554,0.00026627394,0.0003031647],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011492319,0.0029671944,0.6020937,0.0010248541,0.0002644615,0.059181627,0.013747467,0.120256245,0.033266198,0.0152686015,0.0044051665,0.14637516],"study_design_scores_gemma":[0.0001476738,0.002619074,0.5303861,0.00012895087,0.00047316583,0.013225447,0.106428325,0.2736325,0.04375258,0.003705609,0.02523278,0.00026773824],"about_ca_topic_score_codex":0.02367307,"about_ca_topic_score_gemma":0.049605977,"teacher_disagreement_score":0.02367307,"about_ca_system_score_codex":0.0012703768,"about_ca_system_score_gemma":0.0011670057,"threshold_uncertainty_score":0.047070503},"labels":[],"label_agreement":null},{"id":"W7117292514","doi":"10.1016/j.wasman.2025.115298","title":"Effects of temperature and material thickness on the diffusion properties of bituminous geomembranes (BGMs) in waste containment systems","year":2025,"lang":"en","type":"article","venue":"Waste Management","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Geomembrane; Diffusion; Containment (computer programming); Asphalt; Permeation; Composite number","score_opus":0.0039626870319629665,"score_gpt":0.17345762166896853,"score_spread":0.16949493463700555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117292514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992964,0.00020015078,0.00018836364,0.000012552566,0.000006751006,0.000003091561,0.000046715537,0.0000048439056,0.00024113478],"genre_scores_gemma":[0.99924195,0.00015536037,0.00023391983,0.0000071263353,0.000002113229,0.0000030343415,0.00003550444,0.0000052780497,0.00031567542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976057,0.000058743575,0.000023418448,0.000040164796,0.000059391088,0.00005785871],"domain_scores_gemma":[0.99930537,0.00033231417,0.00015423566,0.0000372244,0.00013410288,0.000036734273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044907865,0.00022587956,0.0002128277,0.00014934473,0.00023678513,0.00045686017,0.00018837236,0.0002848374,0.0010685958],"category_scores_gemma":[0.0009124785,0.00019880156,0.000261519,0.0001864315,0.00029700634,0.00058740017,0.0002191765,0.0003657556,0.00017699676],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015198645,0.000075728,0.0018533211,0.00010177642,0.000023269597,0.000063821564,0.00014499058,0.002392945,0.9910555,0.000120260476,0.000050246897,0.00259816],"study_design_scores_gemma":[0.000008442958,0.0004415204,0.0032926989,0.000006624489,0.000022086366,0.000019456533,0.000085088075,0.0018055376,0.99405223,0.000018129449,0.00023829518,0.000010040546],"about_ca_topic_score_codex":0.0016595917,"about_ca_topic_score_gemma":0.0017706108,"teacher_disagreement_score":0.0016595917,"about_ca_system_score_codex":0.00038507377,"about_ca_system_score_gemma":0.00019513363,"threshold_uncertainty_score":0.0035747886},"labels":[],"label_agreement":null},{"id":"W7117731923","doi":"10.37705/techtrans/e2025023","title":"Practical implications of hydrocarbon pollution in the assessment of geotechnical behaviour of cohesive soils","year":2025,"lang":"en","type":"article","venue":"Technical Transactions","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Soil water; Bearing capacity; Pollution; Foundation (evidence); Diesel fuel; Impervious surface","score_opus":0.022349060469862268,"score_gpt":0.3386675836676017,"score_spread":0.3163185231977394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117731923","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.985573,0.0009957725,0.011256378,0.00012552667,0.000010434885,0.000050059698,0.00013485285,0.000014627313,0.0018393592],"genre_scores_gemma":[0.99708706,0.00040721064,0.002211998,0.000006901282,0.0000038043793,0.000008461532,0.00002868342,0.000001279628,0.0002446009],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99925786,0.0003593314,0.000031459294,0.00005125375,0.0002584867,0.00004158413],"domain_scores_gemma":[0.9986261,0.00073160353,0.00018227889,0.00007128097,0.0003387801,0.000049998554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00097474747,0.00044439733,0.00019212453,0.00071428803,0.0004060568,0.00067714165,0.00027286884,0.00041151882,0.0009707263],"category_scores_gemma":[0.0015188544,0.00015794071,0.00014655993,0.00071979634,0.00071315485,0.00044069492,0.00044768184,0.00023075256,0.00016002954],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018043318,0.0005635234,0.37299973,0.0009023341,0.00011106538,0.001721387,0.0011712812,0.060204845,0.41881424,0.0014420882,0.00028854774,0.13997662],"study_design_scores_gemma":[0.000074214106,0.006812868,0.4174842,0.00026699912,0.00027705432,0.0022341653,0.008376831,0.075595416,0.4787084,0.0050914055,0.0049424153,0.00013604046],"about_ca_topic_score_codex":0.0047830422,"about_ca_topic_score_gemma":0.010976761,"teacher_disagreement_score":0.0047830422,"about_ca_system_score_codex":0.00036150252,"about_ca_system_score_gemma":0.0005265714,"threshold_uncertainty_score":0.009510398},"labels":[],"label_agreement":null},{"id":"W7117882427","doi":"10.29196/jubes.v33i6.6160","title":"Groundwater Contamination by Leachate from Landfill and Open Dumpsite of Solid Waste: A Review","year":2025,"lang":"","type":"article","venue":"Journal of University of Babylon for Engineering Sciences","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Groundwater; Municipal solid waste; Contamination; Groundwater pollution; Pollution; Water quality; Bioreactor landfill","score_opus":0.009659025057697734,"score_gpt":0.23080353309898544,"score_spread":0.2211445080412877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117882427","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00056572387,0.9985897,0.00015578947,0.00009819955,0.00009844119,0.0000048496745,0.000027833794,0.000003298771,0.00045611194],"genre_scores_gemma":[0.0019770178,0.9974662,0.000166816,0.00006554168,0.00007898541,0.000004635983,0.000031058644,8.6482265e-7,0.00020890214],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99966514,0.000050959137,0.00008324775,0.000067809415,0.000108729924,0.000024108886],"domain_scores_gemma":[0.999411,0.00023870767,0.00015219863,0.000010915964,0.00015788781,0.000029344397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053239166,0.00083691336,0.0012314275,0.004343087,0.00029952265,0.0012100108,0.00054154044,0.0008132496,0.0014952517],"category_scores_gemma":[0.0006033674,0.00028729692,0.00071329286,0.00495395,0.00036623955,0.0012572118,0.0005519676,0.00042269722,0.00049348525],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013277702,0.00014640614,0.0018701627,0.09671904,0.00035336564,0.00070225267,0.0003213927,0.0010818728,0.005666246,0.0023976841,0.01219736,0.8784115],"study_design_scores_gemma":[0.000014825252,0.00039696557,0.00734143,0.018670158,0.0008923798,0.003602971,0.00055357703,0.00030616025,0.0039737783,0.0013630969,0.9628205,0.00006426697],"about_ca_topic_score_codex":0.0020993245,"about_ca_topic_score_gemma":0.0029845594,"teacher_disagreement_score":0.004343087,"about_ca_system_score_codex":0.00045373142,"about_ca_system_score_gemma":0.0014221667,"threshold_uncertainty_score":0.0050020814},"labels":[],"label_agreement":null},{"id":"W7120365331","doi":"","title":"Diffusion of zinc in compacted gneiss residual soil layer","year":2004,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Zinc; Soil horizon; Residual; Layer (electronics); Soil water","score_opus":0.020292730934885168,"score_gpt":0.2534317329261073,"score_spread":0.23313900199122214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120365331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986823,0.00022243238,0.00052832445,0.00002316424,0.000007249803,0.000007930568,0.00013000413,0.000016631786,0.00038191065],"genre_scores_gemma":[0.9962955,0.00027733285,0.001085404,0.000011328077,0.0000033442807,0.00000730075,0.00019242923,0.000007529125,0.00211984],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998938,0.0000072601065,0.0000050058943,0.000044113774,0.000029483177,0.000020433992],"domain_scores_gemma":[0.99990976,0.00002342364,0.000023133132,0.0000063530574,0.000025970416,0.0000113492815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013518933,0.0002228122,0.00026452343,0.00023536751,0.00017458627,0.00054090435,0.0002827276,0.00030223542,0.00055932696],"category_scores_gemma":[0.00022260688,0.00013728812,0.00022564728,0.00019571948,0.00021630738,0.00027640525,0.00019892443,0.00028882004,0.00015577012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002648553,0.000019389347,0.0018023393,0.00006185549,0.000009019274,0.00007842859,0.000087421016,0.0012353333,0.99412316,0.00009581508,0.000041917312,0.0021805167],"study_design_scores_gemma":[0.000079093945,0.00096780894,0.017506674,0.000027865972,0.00003163581,0.00010287766,0.00038294145,0.031622536,0.9467581,0.00013650447,0.0023585025,0.000025509116],"about_ca_topic_score_codex":0.021417959,"about_ca_topic_score_gemma":0.01629915,"teacher_disagreement_score":0.021417959,"about_ca_system_score_codex":0.0007215171,"about_ca_system_score_gemma":0.00032482613,"threshold_uncertainty_score":0.042586565},"labels":[],"label_agreement":null},{"id":"W7120431444","doi":"","title":"Treatment of landfill leachate in the Brazilian semi-arid region using air stripping.","year":2023,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Cancer Institute; Canada Excellence Research Chairs, Government of Canada","keywords":"Air stripping; Stripping (fiber); Air space; Eichhornia crassipes","score_opus":0.03446411149717198,"score_gpt":0.2699750629109193,"score_spread":0.23551095141374728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120431444","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99555427,0.0016699127,0.0007393392,0.00010357437,0.000009881453,0.000039661856,0.00013417177,0.000014075779,0.0017352259],"genre_scores_gemma":[0.993877,0.0017849276,0.0020952555,0.00005598592,0.000005360093,0.000023774553,0.00013933281,0.0000065493414,0.002011736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997843,0.00003654466,0.000017944145,0.000042594766,0.00007968716,0.000038880036],"domain_scores_gemma":[0.9999045,0.000013735507,0.000025656313,0.000005382617,0.000039966297,0.000010794828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024958732,0.00022436182,0.0003313377,0.00035552823,0.00051959476,0.0004928739,0.0002135039,0.0002448474,0.00080027],"category_scores_gemma":[0.00017845191,0.000110971436,0.0003851231,0.00036700233,0.00024394238,0.00016790183,0.0003004201,0.00013887415,0.00021265323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042024668,0.00009252757,0.013542708,0.0010020318,0.000041555926,0.00036813508,0.00061786553,0.0005905452,0.949731,0.00010035328,0.00017556136,0.033317447],"study_design_scores_gemma":[0.00006560861,0.0017393274,0.1877734,0.00019484531,0.0002487899,0.0007398524,0.003729165,0.0023486419,0.7719696,0.0002742118,0.030868798,0.00004780717],"about_ca_topic_score_codex":0.026969988,"about_ca_topic_score_gemma":0.07503928,"teacher_disagreement_score":0.026969988,"about_ca_system_score_codex":0.0006406316,"about_ca_system_score_gemma":0.0009589805,"threshold_uncertainty_score":0.05362606},"labels":[],"label_agreement":null},{"id":"W7120490380","doi":"","title":"Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests","year":2013,"lang":"pt","type":"article","venue":"UNESP Institutional Repository (São Paulo State University)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Permeameter; Hydraulic conductivity; Infiltration (HVAC); Leachate; Soil water; Piezometer; Plume; Colluvium; Alluvium","score_opus":0.01985672440367297,"score_gpt":0.21506015931045594,"score_spread":0.19520343490678296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120490380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989268,0.000030390325,0.0006088066,0.00001326688,0.0000019560832,0.0000097501115,0.00013474525,0.000017208993,0.00025711395],"genre_scores_gemma":[0.99888796,0.00006425533,0.0006460376,0.000008885591,0.0000023662246,0.000021332997,0.0001254914,0.0000036261304,0.00024003652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995641,0.00008713714,0.00003144799,0.00008529119,0.00016714277,0.00006477304],"domain_scores_gemma":[0.9994715,0.00020176516,0.00009866088,0.000026790523,0.00016390193,0.00003739584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004195709,0.00031582417,0.00037856732,0.00041813392,0.00042968907,0.0004293388,0.00037994268,0.00047420833,0.00038961167],"category_scores_gemma":[0.00054373936,0.00015348071,0.00030155788,0.00059148704,0.00036447105,0.0003600787,0.00025478817,0.00024660007,0.00012991979],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054529903,0.00048467366,0.06738161,0.0002990421,0.00005198074,0.00056712236,0.0011089942,0.0045680823,0.9134537,0.00018399813,0.00019248205,0.0111629795],"study_design_scores_gemma":[0.00006282919,0.0055429917,0.13629559,0.00004908009,0.0001432946,0.0006965772,0.003354767,0.013618493,0.83801556,0.00032519843,0.0018405402,0.000055110704],"about_ca_topic_score_codex":0.003013578,"about_ca_topic_score_gemma":0.0046995785,"teacher_disagreement_score":0.003013578,"about_ca_system_score_codex":0.0003284092,"about_ca_system_score_gemma":0.00039594492,"threshold_uncertainty_score":0.005992055},"labels":[],"label_agreement":null},{"id":"W7124997563","doi":"10.21428/23398f7c.ddc309d6","title":"A standardized testbed bioreactor for methane removal research","year":2025,"lang":"en","type":"article","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Resolute Forest Products (Canada); University of Alberta","funders":"","keywords":"Methane; Bioreactor; Testbed","score_opus":0.05454235474772738,"score_gpt":0.3863762384556496,"score_spread":0.3318338837079222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7124997563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75941026,0.0010978107,0.21048412,0.00044394896,0.0006471949,0.0059444937,0.013868838,0.0031266364,0.004976739],"genre_scores_gemma":[0.6314468,0.0015535764,0.3293138,0.00035264422,0.00006712925,0.008429299,0.022694385,0.00035845162,0.0057838885],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99816376,0.00041715676,0.00023003138,0.00034727127,0.0005982921,0.00024352456],"domain_scores_gemma":[0.9992787,0.000078786994,0.00010502594,0.00023890335,0.00018573475,0.00011287707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018196503,0.0011047928,0.0007346534,0.0009263239,0.0009449801,0.00064653996,0.0013139948,0.0009438858,0.0018918358],"category_scores_gemma":[0.0009392685,0.00034274897,0.00074939616,0.0008652441,0.00059676316,0.00068817084,0.0012125699,0.00082220027,0.00094948075],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018874486,0.00027255155,0.0006386968,0.0000820462,0.000015252661,0.00006146242,0.000023821538,0.00058854494,0.9948548,0.00030721838,0.00033328618,0.0026335495],"study_design_scores_gemma":[0.00012760161,0.0027460922,0.005282722,0.000042098694,0.00007174107,0.00023887525,0.0001336705,0.004484861,0.97747904,0.0003058503,0.009049025,0.000038448452],"about_ca_topic_score_codex":0.003083632,"about_ca_topic_score_gemma":0.005850618,"teacher_disagreement_score":0.003083632,"about_ca_system_score_codex":0.0010850701,"about_ca_system_score_gemma":0.0023471788,"threshold_uncertainty_score":0.009623349},"labels":[],"label_agreement":null},{"id":"W7125884489","doi":"","title":"CHALLENGES IN TRACKING THE DEGRADATION OF LANDFILLED MSW THROUGH LABORATORY AND NUMERICAL MEANS","year":2025,"lang":"en","type":"article","venue":"University Library (University of Saskatchewan)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Methane; Landfill gas; Bioreactor landfill; Leachate; Degradation (telecommunications); Waste disposal; Tracking (education)","score_opus":0.013931351629773027,"score_gpt":0.18342781489884888,"score_spread":0.16949646326907586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125884489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.581596,0.0043043215,0.39775386,0.0027421617,0.00036551766,0.0007738223,0.002339747,0.0023737645,0.0077508823],"genre_scores_gemma":[0.6742512,0.0027922501,0.31952626,0.0002450312,0.000074697586,0.0009663083,0.0007446724,0.00011942333,0.0012801739],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997274,0.00053235766,0.00022849409,0.00040600274,0.0014405823,0.00011846873],"domain_scores_gemma":[0.99635184,0.0010075087,0.00045170262,0.00064489216,0.0014138821,0.00013016605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0054744333,0.00061960384,0.001126288,0.00070524827,0.0007671286,0.0028876308,0.002242899,0.0020834138,0.00084352196],"category_scores_gemma":[0.0046525435,0.00054117606,0.0005932958,0.0008251337,0.0011840741,0.0025555682,0.0015150959,0.0015230828,0.0006593623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047430673,0.0009313588,0.031405374,0.0015259207,0.00012046904,0.00023853804,0.0009078555,0.054185096,0.780004,0.003444561,0.0014371685,0.1253253],"study_design_scores_gemma":[0.000089331355,0.0020846305,0.02115792,0.00026109547,0.00011094356,0.0004929666,0.0021573766,0.45361906,0.4976665,0.0056509385,0.016440751,0.00026846616],"about_ca_topic_score_codex":0.0036981811,"about_ca_topic_score_gemma":0.0060304436,"teacher_disagreement_score":0.0054744333,"about_ca_system_score_codex":0.0010142187,"about_ca_system_score_gemma":0.0016912186,"threshold_uncertainty_score":0.028951943},"labels":[],"label_agreement":null},{"id":"W7133034015","doi":"","title":"Measuring Methane Emissions in the Urban Environment","year":2025,"lang":"","type":"dissertation","venue":"TSpace","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Greenhouse gas; Methane; Methane emissions; Transect; Fugitive emissions; Municipal solid waste; Emission inventory","score_opus":0.04222657202299564,"score_gpt":0.30385566208421694,"score_spread":0.2616290900612213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133034015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99088645,0.00015538336,0.002209673,0.000024880474,0.0000044573617,0.000035800218,0.0014263007,0.00008052784,0.0051765116],"genre_scores_gemma":[0.99308443,0.00028706403,0.0040959045,0.000024551273,0.0000031423708,0.000041256182,0.0010937797,0.00001248827,0.0013574092],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998153,0.000015175954,0.000004146628,0.000041193867,0.00008913222,0.0000349932],"domain_scores_gemma":[0.9999434,0.0000072262455,0.000009717099,0.0000049535693,0.000027560107,0.0000071509858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012774346,0.00023222185,0.00011677628,0.0005714589,0.0004976919,0.00032712554,0.00023522037,0.00019231606,0.0008469603],"category_scores_gemma":[0.00014574468,0.00012837183,0.000105844796,0.0008654643,0.0001401459,0.00017576116,0.00032959922,0.0001414185,0.00022616294],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034622708,0.0001919207,0.3704743,0.00032727458,0.00009294461,0.0002872289,0.0008283763,0.0060070707,0.5501905,0.00036956553,0.0013115449,0.06957296],"study_design_scores_gemma":[0.000019779198,0.00025700915,0.8025037,0.000030352192,0.00008056183,0.0001508119,0.0011182381,0.008876625,0.17590892,0.00020897265,0.010808494,0.00003653085],"about_ca_topic_score_codex":0.058679964,"about_ca_topic_score_gemma":0.17793643,"teacher_disagreement_score":0.058679964,"about_ca_system_score_codex":0.0008567477,"about_ca_system_score_gemma":0.0004321721,"threshold_uncertainty_score":0.11667681},"labels":[],"label_agreement":null},{"id":"W7134535301","doi":"","title":"Evaluation of pedotransfer functions of a heterogeneous soil, the receptor milieu for treated wastewater, a dedicated pilot site","year":2013,"lang":"fr","type":"article","venue":"theses.fr (ABES)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Zea mays","score_opus":0.04558520402636543,"score_gpt":0.2613336131749239,"score_spread":0.21574840914855845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7134535301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953544,0.000040693725,0.0038011894,0.0000103829225,0.000004545871,0.000017668483,0.00018439659,0.00006355575,0.00052316644],"genre_scores_gemma":[0.99717355,0.000061517494,0.0018746369,0.000003810966,0.0000011493331,0.000012967156,0.00013317593,0.0000121815965,0.00072704133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999894,0.000012337088,0.0000059672884,0.000024638,0.000042308824,0.000020713984],"domain_scores_gemma":[0.99983716,0.000051284147,0.000018376799,0.0000130517965,0.00006210628,0.000018023093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025834044,0.00030309014,0.0003327781,0.00048182375,0.00024157159,0.0005885516,0.0002022424,0.00040222844,0.0013148912],"category_scores_gemma":[0.00040979125,0.00012894698,0.00030876696,0.00032959954,0.00018887506,0.00030559153,0.0002697799,0.00017728187,0.00021382392],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00101741,0.00021664448,0.04126958,0.00025599462,0.000041714877,0.00054343947,0.0003968418,0.029506307,0.8705213,0.00021874883,0.0003010006,0.055710945],"study_design_scores_gemma":[0.00009602694,0.003657769,0.2218108,0.00004011513,0.00013923434,0.00047165772,0.0016444372,0.20789947,0.559093,0.0002956194,0.0047852956,0.00006647026],"about_ca_topic_score_codex":0.0028469749,"about_ca_topic_score_gemma":0.004810259,"teacher_disagreement_score":0.0028469749,"about_ca_system_score_codex":0.00026258684,"about_ca_system_score_gemma":0.00019477728,"threshold_uncertainty_score":0.0056607723},"labels":[],"label_agreement":null},{"id":"W7143839257","doi":"10.70675/a05f934dze6acz441cz874ez66725e0bb374","title":"Atténuation naturelle potentielle de BTEX en aquifère de stockage de gaz.","year":2013,"lang":"","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"BTEX; Environmental factor; Agrégation","score_opus":0.004599435602366552,"score_gpt":0.2361305670228593,"score_spread":0.23153113142049275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7143839257","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994451,0.0016290842,0.0009908188,0.000094620606,0.000013474738,0.000020313637,0.000757496,0.00004246491,0.0020006257],"genre_scores_gemma":[0.99187297,0.0011987836,0.00081218965,0.000052276646,0.0000047143435,0.000029294491,0.0008093828,0.000009964031,0.005210404],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996941,0.00004352595,0.000013230556,0.000072503724,0.00012411574,0.000052551208],"domain_scores_gemma":[0.9997453,0.00005316112,0.000058249752,0.00000922974,0.00011810348,0.000015903697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033925864,0.00025425357,0.00020560944,0.00027547972,0.00023289835,0.00037763306,0.00019734338,0.0002912265,0.0018746064],"category_scores_gemma":[0.00029017328,0.00013642006,0.0002710055,0.0003742547,0.00016490373,0.00025354527,0.0002499114,0.0003034744,0.00047961329],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034924177,0.00003309825,0.016401881,0.0001621171,0.000050400507,0.000110019544,0.00018281737,0.0005934436,0.9728916,0.0000882089,0.0002714464,0.008865697],"study_design_scores_gemma":[0.000021597083,0.0016158232,0.15840144,0.00003925164,0.00011332067,0.00028758266,0.0005259736,0.002545477,0.8215601,0.000112111156,0.014738631,0.0000386754],"about_ca_topic_score_codex":0.018093616,"about_ca_topic_score_gemma":0.017618695,"teacher_disagreement_score":0.018093616,"about_ca_system_score_codex":0.00092518213,"about_ca_system_score_gemma":0.00029690214,"threshold_uncertainty_score":0.03597659},"labels":[],"label_agreement":null},{"id":"W7144124053","doi":"10.70675/ba65e802zee61z4d66z9d01z3087f51c5fac","title":"Évaluation des fonctions de pédotransfert d’un sol hétérogène, milieu récepteur d’eau usée traitée, sur un site pilote dédié","year":2013,"lang":"","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Debitage; Corsican; Environmental factor","score_opus":0.021298442133792176,"score_gpt":0.24214529821567948,"score_spread":0.2208468560818873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7144124053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99277675,0.00046190218,0.004194584,0.00004383894,0.000043375247,0.00006467122,0.0003140942,0.00008699909,0.0020137161],"genre_scores_gemma":[0.9852378,0.0005547564,0.0066901883,0.00004836187,0.000007077344,0.00009101084,0.00027232146,0.000073667274,0.007024857],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999539,0.000048627575,0.000023346945,0.00011306832,0.0002181674,0.00005780751],"domain_scores_gemma":[0.9993988,0.00016244753,0.000083945226,0.00004001174,0.00026085632,0.000053751588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064176373,0.0005345856,0.0006156229,0.0005760805,0.0005873302,0.0011529954,0.00033831067,0.000610897,0.0028814182],"category_scores_gemma":[0.0009292703,0.00026147635,0.0006440286,0.0004431274,0.0005309231,0.00062238827,0.0005031384,0.0004895871,0.00051514903],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006608056,0.00010535898,0.010433555,0.00039130604,0.00003498556,0.0002448371,0.00055406743,0.003175894,0.953561,0.00012949825,0.00019034412,0.030518383],"study_design_scores_gemma":[0.00006773883,0.007855775,0.1691175,0.000119701974,0.00029704324,0.00038779224,0.0033857294,0.015323427,0.7827597,0.00029126776,0.020268809,0.00012556557],"about_ca_topic_score_codex":0.005995929,"about_ca_topic_score_gemma":0.015342424,"teacher_disagreement_score":0.005995929,"about_ca_system_score_codex":0.00058728067,"about_ca_system_score_gemma":0.00047591826,"threshold_uncertainty_score":0.011922061},"labels":[],"label_agreement":null},{"id":"W7146204707","doi":"","title":"礫混じりの土砂堆積地盤における透水性の原位置測定と評価","year":2001,"lang":"ja","type":"article","venue":"Institutional Repositories DataBase (IRDB)","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Infiltrometer; Hydraulic conductivity; Infiltration (HVAC); Surface runoff; Permeability (electromagnetism); Hydrology (agriculture); Soil water","score_opus":0.017995506239651876,"score_gpt":0.25075809089095386,"score_spread":0.23276258465130198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7146204707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762313,0.0009812653,0.0082073575,0.000107420754,0.00001715313,0.00007503821,0.0013344361,0.00011716896,0.012928892],"genre_scores_gemma":[0.98037714,0.0009747771,0.012812801,0.00005505997,0.000013131779,0.00006640562,0.0017426546,0.000021935624,0.0039360737],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99921215,0.00008184969,0.00007870297,0.00012858602,0.00041009512,0.0000885452],"domain_scores_gemma":[0.99894065,0.00028382876,0.0002560555,0.000113007314,0.0003126857,0.00009382476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014212609,0.00014437863,0.00026000914,0.0008975599,0.00042267953,0.0007845239,0.00016983175,0.00019686266,0.0028485914],"category_scores_gemma":[0.0011233552,0.00024723713,0.00018521673,0.0006878298,0.0006899366,0.0005696337,0.00029825917,0.00022879706,0.001254018],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009486712,0.00028784372,0.12660731,0.0003923663,0.00008645092,0.00056539907,0.0007024567,0.0026730495,0.6071265,0.002417254,0.0019914873,0.2562013],"study_design_scores_gemma":[0.00004569878,0.001534976,0.20323485,0.00004387409,0.000113131355,0.0015475327,0.00065724365,0.005986794,0.76395947,0.0018195523,0.020990914,0.000065887376],"about_ca_topic_score_codex":0.0015903536,"about_ca_topic_score_gemma":0.0037790558,"teacher_disagreement_score":0.0028485914,"about_ca_system_score_codex":0.00042958648,"about_ca_system_score_gemma":0.00040121435,"threshold_uncertainty_score":0.009529471},"labels":[],"label_agreement":null},{"id":"W7161950285","doi":"10.82308/7204","title":"Fiber optic distributed temperature sensing of soil moisture in waste rock","year":2021,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Infiltration (HVAC); Moisture; Optical fiber; Soil water; Water content; Pile; Casing; Hydrogeology","score_opus":0.004901134412757613,"score_gpt":0.2162792245714024,"score_spread":0.21137809015864478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161950285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99206513,0.00007036424,0.006706437,0.000026025784,0.000010437856,0.000014692556,0.00013580782,0.000084945765,0.00088611717],"genre_scores_gemma":[0.99047625,0.00010638657,0.008157721,0.00002946407,0.0000053798244,0.000015775071,0.000069467664,0.000009061004,0.0011304459],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998685,0.000009006627,0.0000026423309,0.000038903938,0.00006115991,0.00001973785],"domain_scores_gemma":[0.9998845,0.000023905124,0.00002524711,0.0000077876375,0.000048693164,0.000009782167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012389105,0.00022149831,0.00015901618,0.00026658384,0.00015755204,0.00026375233,0.0003791313,0.00022165569,0.00044940924],"category_scores_gemma":[0.00018469155,0.00011780658,0.000102656144,0.00033902258,0.00025411206,0.00024007774,0.00016004739,0.00016792616,0.000107411004],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019062927,0.000061295774,0.011363959,0.000050791754,0.000009738745,0.00007818412,0.00014764907,0.0014062291,0.96799815,0.000078195306,0.00017296961,0.01844229],"study_design_scores_gemma":[0.00005115772,0.0005272605,0.1297898,0.000020750012,0.000038060978,0.00046491253,0.00047612193,0.04085099,0.82546407,0.00020936594,0.0020525528,0.00005487036],"about_ca_topic_score_codex":0.011935631,"about_ca_topic_score_gemma":0.027569516,"teacher_disagreement_score":0.011935631,"about_ca_system_score_codex":0.00051486655,"about_ca_system_score_gemma":0.00029755136,"threshold_uncertainty_score":0.023732305},"labels":[],"label_agreement":null},{"id":"W7162031253","doi":"10.82308/46850","title":"Investigating artificial sweeteners as groundwater tracers of landfill contamination in a complex landscape","year":2023,"lang":"en","type":"dissertation","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Leachate; Groundwater; Contamination; Hazardous waste; Aquifer; Surface water; Baseline (sea); TRACER","score_opus":0.03028403885475893,"score_gpt":0.2787689048634988,"score_spread":0.24848486600873987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162031253","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991326,0.000030435625,0.00037518758,0.000012062063,3.7076998e-7,0.000007583928,0.000083727326,0.0000035247826,0.00035452767],"genre_scores_gemma":[0.997142,0.00014314282,0.0022136404,0.000010653863,0.0000016684082,0.000010769994,0.0001690627,0.00000411769,0.00030493978],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997644,0.00006560104,0.000010432208,0.000053308602,0.000072082665,0.00003408797],"domain_scores_gemma":[0.9997888,0.000044552926,0.00008672755,0.000009699117,0.000054805845,0.000015359592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028852033,0.00011776413,0.000184743,0.0009759858,0.00036369442,0.0008966193,0.0002539992,0.00020213753,0.00029909718],"category_scores_gemma":[0.0003983484,0.00011840799,0.00015954595,0.0020375242,0.00045603194,0.00037612804,0.0003843886,0.00015142509,0.000048543],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022578312,0.00017155326,0.8982884,0.00009924235,0.000087517525,0.00059318077,0.0030987,0.0031125268,0.069962814,0.0007388304,0.00016723758,0.02345412],"study_design_scores_gemma":[0.000007605859,0.00035960518,0.9625357,0.000015761465,0.000054829812,0.00021820955,0.0072942344,0.0069302656,0.01991521,0.00040528586,0.0022450655,0.000018385295],"about_ca_topic_score_codex":0.03022513,"about_ca_topic_score_gemma":0.08383362,"teacher_disagreement_score":0.03022513,"about_ca_system_score_codex":0.0010408072,"about_ca_system_score_gemma":0.0005447901,"threshold_uncertainty_score":0.06009841},"labels":[],"label_agreement":null},{"id":"W909593286","doi":"10.1520/stp15288s","title":"Impact of Heavy Metals (Pb, Zn, and Cr) on the Hydraulic Conductivity of Sand/Bentonite Liner","year":2000,"lang":"en","type":"book-chapter","venue":"","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Bentonite; Hydraulic conductivity; Heavy metals; Geology; Conductivity; Geotechnical engineering; Materials science; Environmental chemistry; Chemistry; Soil science","score_opus":0.026780278320049495,"score_gpt":0.25433532401919706,"score_spread":0.22755504569914756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W909593286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930131,0.0015648627,0.0028276518,0.000041053412,0.000008616604,0.0000097197435,0.00013618321,0.000073942385,0.0023249162],"genre_scores_gemma":[0.9881969,0.0013783259,0.0029398818,0.00003177894,0.000003830734,0.000008216377,0.00028571466,0.000031133208,0.0071241893],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989545,0.000016017359,0.0000059918634,0.000020191052,0.00005068131,0.000011662316],"domain_scores_gemma":[0.99991715,0.000032603624,0.00001816381,0.0000068997947,0.000016539583,0.000008597988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009579508,0.0002064022,0.00018361607,0.0001660882,0.0001052864,0.0003332969,0.00020237397,0.00018383068,0.00074581854],"category_scores_gemma":[0.00015230261,0.000102148275,0.00013536206,0.00021010255,0.00014246187,0.0003386661,0.00013020093,0.00018257035,0.00027170766],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008618244,0.00001179624,0.00051103154,0.0000706291,0.0000058288906,0.00007887868,0.00003301413,0.0009290433,0.9909546,0.00004726323,0.00003833217,0.0072333748],"study_design_scores_gemma":[0.0000050452195,0.00040964648,0.0077943807,0.0000080034415,0.000015321764,0.00021479577,0.000053940737,0.0021755933,0.98652923,0.00010608599,0.0026781766,0.000009881688],"about_ca_topic_score_codex":0.0009867122,"about_ca_topic_score_gemma":0.0018965707,"teacher_disagreement_score":0.0009867122,"about_ca_system_score_codex":0.0002847291,"about_ca_system_score_gemma":0.00012942284,"threshold_uncertainty_score":0.0024950504},"labels":[],"label_agreement":null}]}