{"meta":{"query_hash":"259cf6be5273","filters":{"venue":"Geosynthetics International"},"cohort_total":144,"direct_labels_cover":0,"predictions_cover":144,"exported":144,"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/259cf6be5273","api":"https://metacan.xera.ac/api/v1/cohort?venue=Geosynthetics+International"},"results":[{"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9061646,0.00003075364,0.000020083758,0.0009605219,0.00014559097,0.00006607101,0.000014959621,0.000012358303,0.0925851],"genre_scores_gemma":[0.9988589,0.000103510494,0.00037357648,0.00022272943,0.000024538767,0.0000024755475,0.000006210565,0.000005768373,0.00040228528],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99910164,0.000015025115,0.0002144122,0.00016425132,0.0003362777,0.00016837845],"domain_scores_gemma":[0.99972385,0.00003262714,0.00007309556,0.00013216192,0.000003517407,0.000034730856],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013313773,0.000100380385,0.00011734082,0.000051676037,0.000023737086,0.000009887811,0.00025151545,0.00003510612,0.0025161188],"category_scores_gemma":[0.00006406197,0.00008679355,0.000044247707,0.00007852916,0.00012150541,0.0001258474,0.00014405226,0.00007592004,0.00017386515],"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":[0.00015340013,0.0014424023,0.6951889,0.000021853813,0.0000683638,0.00015790861,0.0037819247,0.019091794,0.22225274,0.0016599881,0.0017330053,0.05444773],"study_design_scores_gemma":[0.00046241857,0.00007448088,0.97376657,0.000030907577,0.0000069950383,0.000016066992,0.0000784654,0.0009619999,0.013815285,0.007052804,0.003550761,0.00018323603],"about_ca_topic_score_codex":0.00015681042,"about_ca_topic_score_gemma":0.00006933022,"teacher_disagreement_score":0.2785777,"about_ca_system_score_codex":0.00012461763,"about_ca_system_score_gemma":0.0000022278114,"threshold_uncertainty_score":0.99839574},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9717121,0.0000088966935,0.001793537,0.0007156486,0.00012484034,0.00028005618,0.000013803523,0.000022120266,0.025329005],"genre_scores_gemma":[0.9980266,0.000034370696,0.0010583164,0.000065909546,0.000029359893,0.000043432363,0.0000061169744,0.000012446403,0.0007234523],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990638,0.00001746864,0.000169042,0.0001811746,0.0004172221,0.00015128874],"domain_scores_gemma":[0.9996764,0.000015319602,0.000109976805,0.00013981476,0.000014940919,0.000043561864],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008428119,0.0001086258,0.0000989818,0.00003521645,0.000060565602,0.000020600086,0.00014635886,0.00003653597,0.007550391],"category_scores_gemma":[0.000026555206,0.00007936793,0.000032836324,0.00006693579,0.0001997169,0.00021765169,0.00013246208,0.00007258929,0.00059703336],"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":[0.000108766195,0.00048372924,0.21460775,0.000020909427,0.00012058635,0.0000053756985,0.00056648185,0.004359893,0.76058775,0.00014286644,0.0011904694,0.017805453],"study_design_scores_gemma":[0.0008220081,0.00026690608,0.78898776,0.00005766387,0.00002295794,0.000075081065,0.000100013676,0.0033979088,0.20040362,0.0011262525,0.004435621,0.00030418852],"about_ca_topic_score_codex":0.0007081412,"about_ca_topic_score_gemma":0.000030966155,"teacher_disagreement_score":0.57438004,"about_ca_system_score_codex":0.00010730007,"about_ca_system_score_gemma":0.0000028433383,"threshold_uncertainty_score":0.9933568},"labels":[],"label_agreement":null},{"id":"W1973248194","doi":"10.1680/gein.2009.16.3.158","title":"Experimental investigation of infiltration ponding in one-dimensional sand–geotextile columns","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":30,"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","keywords":"Ponding; Geotextile; Geotechnical engineering; Hydraulic conductivity; Infiltration (HVAC); Geosynthetics; Permeability (electromagnetism); Infiltrometer; Hydraulic head; Permeameter; Clogging; Water flow; Geology; Materials science; Soil water; Drainage; Composite material; Soil science; Chemistry","score_opus":0.01568805211416022,"score_gpt":0.2281382012230022,"score_spread":0.212450149108842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973248194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911039,0.00008125173,0.00024529282,0.00020007083,0.0005206407,0.00007555237,0.000018609904,0.00006819474,0.0076864767],"genre_scores_gemma":[0.9985464,0.000007782166,0.0011534094,0.00006571189,0.00008221546,0.0000055088426,0.000078852594,0.0000096018575,0.00005050285],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923027,0.00001337789,0.0002689048,0.00011238804,0.00025312265,0.000121952966],"domain_scores_gemma":[0.99975306,0.000029217164,0.000041721676,0.00008428472,0.000054594664,0.00003712703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000092270435,0.000094646304,0.000102812555,0.00018624785,0.000021389838,0.000022033504,0.00011309839,0.00007835961,0.00019635216],"category_scores_gemma":[0.000025486012,0.00011109641,0.00003484883,0.00012942025,0.0000302349,0.00015815842,0.000011914295,0.00012274011,0.0000152562425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041312207,0.00012779859,0.0020855651,0.000009537443,0.000031995798,0.000005294129,0.0010548527,0.09533535,0.8864937,0.0096033085,0.0005950866,0.004616228],"study_design_scores_gemma":[0.0006296397,0.00007358178,0.03132404,0.00012499432,0.0000068860104,0.0000124708085,0.00011247577,0.25181755,0.7117621,0.003590832,0.00032246497,0.00022296594],"about_ca_topic_score_codex":0.000015309679,"about_ca_topic_score_gemma":0.000009987714,"teacher_disagreement_score":0.1747316,"about_ca_system_score_codex":0.00009553405,"about_ca_system_score_gemma":0.00002255227,"threshold_uncertainty_score":0.453038},"labels":[],"label_agreement":null},{"id":"W1974722821","doi":"10.1680/gein.2011.18.2.63","title":"Antioxidant depletion in high-density polyethylene pipes exposed to synthetic leachate and air","year":2011,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Recycling and Waste Management Techniques","field":"Environmental Science","cited_by":9,"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; Antioxidant; Polyethylene; Arrhenius equation; Chemistry; Moisture; Waste management; Environmental engineering; Materials science; Environmental science; Composite material; Environmental chemistry; Organic chemistry; Activation energy; Engineering","score_opus":0.0156536171043191,"score_gpt":0.21794965752486523,"score_spread":0.20229604042054614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974722821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9766276,0.0000074836676,0.0070590787,0.0005621445,0.00022023202,0.00016052852,0.0000056626554,0.00008113564,0.015276142],"genre_scores_gemma":[0.99182856,0.00006734991,0.007360618,0.00020421839,0.000022405147,0.000015882799,0.0000031529682,0.000012966483,0.00048484182],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99896234,0.00004429756,0.00021055977,0.00032320342,0.0002719306,0.00018766687],"domain_scores_gemma":[0.9996554,0.000022121792,0.00005908182,0.00018929836,0.0000098231785,0.00006424822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035263103,0.0001223656,0.00010986923,0.0001235029,0.000052795498,0.000021079299,0.0002543072,0.000050377104,0.00042528688],"category_scores_gemma":[0.0000572123,0.000119504184,0.000029074134,0.00009044598,0.000094883544,0.000102189006,0.00030851152,0.000091608315,0.00014397658],"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":[0.00033264986,0.0010896963,0.5008324,0.000034845678,0.00006298553,0.00014200048,0.006196495,0.0012605243,0.17844197,0.014729557,0.0010364461,0.29584044],"study_design_scores_gemma":[0.00031010804,0.00012396331,0.86938566,0.00008429432,0.000013642001,0.000019749737,0.00029496464,0.0021659916,0.11534894,0.009515983,0.0024046989,0.00033198818],"about_ca_topic_score_codex":0.001220558,"about_ca_topic_score_gemma":0.00048211552,"teacher_disagreement_score":0.36855328,"about_ca_system_score_codex":0.00010421906,"about_ca_system_score_gemma":0.0000023504044,"threshold_uncertainty_score":0.4873239},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9630979,0.000104347055,0.024477318,0.0032712284,0.00038300606,0.00057338725,0.00011074443,0.000024477547,0.007957594],"genre_scores_gemma":[0.99800986,0.00029086764,0.0012207483,0.00006112202,0.00003197435,0.000043616255,0.000018352694,0.0000063422244,0.00031710157],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99941874,0.000009349149,0.0001364595,0.000119491975,0.0002197137,0.00009627835],"domain_scores_gemma":[0.99966115,0.00010711895,0.00008611259,0.00011260318,0.000008283097,0.000024741705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013059017,0.000059617196,0.000054906843,0.000011749755,0.00018892161,0.000006596521,0.00014013505,0.000022662247,0.00006936812],"category_scores_gemma":[0.00008155368,0.00004324102,0.00002925092,0.00002585896,0.00031481867,0.00006515829,0.000107540836,0.000029778417,0.000022918357],"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":[0.00041139743,0.0005913136,0.5486596,0.000034395187,0.00021332539,0.000003999433,0.006386851,0.0105707925,0.15567812,0.008871593,0.01938298,0.24919559],"study_design_scores_gemma":[0.0014478181,0.00021844347,0.60092396,0.00001449584,0.000051533578,0.000066951674,0.00025989843,0.08298448,0.055405993,0.016082337,0.24211837,0.0004257487],"about_ca_topic_score_codex":0.000056593966,"about_ca_topic_score_gemma":0.00002178273,"teacher_disagreement_score":0.24876985,"about_ca_system_score_codex":0.000055875436,"about_ca_system_score_gemma":0.0000026003722,"threshold_uncertainty_score":0.17633176},"labels":[],"label_agreement":null},{"id":"W1975437453","doi":"10.1680/gein.2005.12.5.215","title":"Facing contribution to seismic response of reduced-scale reinforced soil walls","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":131,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geogrid; Earthquake shaking table; Geosynthetics; Structural engineering; Displacement (psychology); Acceleration; Reinforcement; Mechanically stabilized earth; Seismic loading; Boundary value problem; Base (topology); Geology; Engineering; Mathematics; Physics","score_opus":0.004974156508064462,"score_gpt":0.2111297851084896,"score_spread":0.20615562860042513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975437453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8555087,0.000017340015,0.14214928,0.0006100886,0.00038194325,0.00009489309,0.0000437508,0.00022251568,0.00097152346],"genre_scores_gemma":[0.9984767,0.000015492265,0.00088638125,0.00004062136,0.000082997685,0.0000128731435,0.00002769235,0.000019575136,0.00043767583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914366,0.000015468317,0.0003083131,0.000120526594,0.00023899821,0.00017305362],"domain_scores_gemma":[0.99951416,0.00006699142,0.000031814885,0.00017184294,0.0001438394,0.00007132645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029189847,0.0001087896,0.00012516629,0.00014603439,0.00002469051,0.000017903021,0.00017542002,0.00008982837,0.000075505544],"category_scores_gemma":[0.00031424407,0.00012100114,0.000057910136,0.00011739981,0.000018752089,0.0000746436,0.000036741952,0.00011263872,0.000067162015],"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":[0.000042306503,0.0000076238707,0.000005378325,0.0000062162003,0.00001090838,3.068109e-7,0.00013720413,0.8751825,0.12152754,0.0006816131,0.00012574453,0.0022726457],"study_design_scores_gemma":[0.00019146824,0.000024868763,0.00038146783,0.000045970537,0.0000058161363,0.000005515905,0.000015567575,0.82776165,0.15519041,0.000052330553,0.016200926,0.00012403003],"about_ca_topic_score_codex":0.000006728225,"about_ca_topic_score_gemma":0.0000046010505,"teacher_disagreement_score":0.14296803,"about_ca_system_score_codex":0.00016857109,"about_ca_system_score_gemma":0.000014478724,"threshold_uncertainty_score":0.49342832},"labels":[],"label_agreement":null},{"id":"W1981120241","doi":"10.1680/gein.2010.17.3.144","title":"Wetting-drying behaviour of geogrid-reinforced clay under working load conditions","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"University of Manitoba","funders":"","keywords":"Geogrid; Expansive clay; Wetting; Geotechnical engineering; Geosynthetics; Reinforcement; Materials science; Geotextile; Swelling; Composite material; Soil water; Geology; Soil science","score_opus":0.007950203141901643,"score_gpt":0.22414834684506837,"score_spread":0.21619814370316673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981120241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9393164,0.0000222463,0.042822603,0.00019707486,0.0024590697,0.00010238695,0.000044254964,0.00043969185,0.0145962555],"genre_scores_gemma":[0.99859756,0.000013150761,0.0009695838,0.000020651609,0.00012372891,0.0000131949855,0.00005138985,0.000028461802,0.00018227127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990769,0.0000053129124,0.00030103797,0.00012462657,0.00031080053,0.00018130105],"domain_scores_gemma":[0.9994817,0.00006998456,0.000050407903,0.00019630088,0.00014346675,0.00005818592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016745858,0.00012508486,0.00011760692,0.00010908252,0.000048590882,0.00003311517,0.00023328626,0.00013789805,0.0003772494],"category_scores_gemma":[0.00012820997,0.0001384067,0.000078701494,0.000107150256,0.000056166897,0.00006701135,0.000043993598,0.00033828898,0.000024224102],"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":[0.000002639766,0.000018290708,0.000526914,0.000014235061,0.000030043777,0.0000012173589,0.00009155481,0.9090559,0.0682185,0.02071227,0.0001034186,0.001225007],"study_design_scores_gemma":[0.0004726865,0.0000246659,0.006086059,0.00012371133,0.000042202122,0.000029487903,0.0000832508,0.947142,0.036254164,0.0016432612,0.0076660737,0.0004324582],"about_ca_topic_score_codex":0.0000202147,"about_ca_topic_score_gemma":0.0000238632,"teacher_disagreement_score":0.05928115,"about_ca_system_score_codex":0.00005797951,"about_ca_system_score_gemma":0.000021981486,"threshold_uncertainty_score":0.56440616},"labels":[],"label_agreement":null},{"id":"W1982542130","doi":"10.1680/gein.9.0225","title":"Short-Term Strain and Deformation Behavior of Geosynthetic Walls at Working Stress Conditions","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Extensometer; Geosynthetics; Strain gauge; Reinforcement; Geotechnical engineering; Stiffness; Structural engineering; Deformation (meteorology); Strain (injury); Calibration; Settlement (finance); Materials science; Geology; Computer science; Engineering; Mathematics; Composite material; Statistics","score_opus":0.016716933327322745,"score_gpt":0.21972034889489225,"score_spread":0.2030034155675695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982542130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.991963,0.00011380761,0.0037669654,0.000060927745,0.00048246662,0.00013296529,0.0002855278,0.00019270508,0.003001586],"genre_scores_gemma":[0.9993049,0.00016011516,0.00024138269,0.0000038445846,0.000036520963,0.00002731159,0.00011067242,0.00002124163,0.00009403444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992186,0.000009445109,0.00028420612,0.000118069074,0.00021841473,0.00015127436],"domain_scores_gemma":[0.99967265,0.000046228197,0.000032405376,0.00013997756,0.00005246734,0.000056262037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000716988,0.00012210202,0.00011626223,0.00011460105,0.00004887001,0.000025852707,0.00012847115,0.00009170393,0.00035253566],"category_scores_gemma":[0.000033368164,0.0001321949,0.0000463921,0.00006673387,0.00004940336,0.0000841206,0.000045189972,0.000110279216,0.000017628121],"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":[0.000011574141,0.00038828215,0.010533115,0.00024980924,0.0001524438,0.000015055826,0.0019212182,0.79110897,0.044566587,0.0139621,0.0002390255,0.1368518],"study_design_scores_gemma":[0.0002615877,0.000028981527,0.044632144,0.0001844735,0.000058261856,0.00004607068,0.000077613746,0.94886446,0.0035855072,0.00025949962,0.001667034,0.0003343488],"about_ca_topic_score_codex":0.0000019075192,"about_ca_topic_score_gemma":0.0000138225205,"teacher_disagreement_score":0.1577555,"about_ca_system_score_codex":0.00008137908,"about_ca_system_score_gemma":0.0000016174754,"threshold_uncertainty_score":0.53907514},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937072,0.000041873307,0.000045892273,0.0001285735,0.00014082414,0.00009774248,0.000059420778,0.000005791501,0.0057727257],"genre_scores_gemma":[0.99900675,0.0006217247,0.00010407277,0.00003714461,0.000016537622,0.0000042962647,0.000017715867,0.000009640777,0.00018211459],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99897593,0.000025730005,0.0002642459,0.0001859882,0.00039155618,0.0001565743],"domain_scores_gemma":[0.99962825,0.000087837296,0.00011766231,0.00012213802,0.0000060487105,0.000038044294],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010148381,0.00013712775,0.00020604201,0.000058236434,0.000030845742,0.0000036211256,0.00015295239,0.000044269087,0.0010810383],"category_scores_gemma":[0.00004584647,0.000095734824,0.000058705882,0.000066917484,0.00043982902,0.00011331865,0.0002374418,0.000086983884,0.000025113563],"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":[0.00016771912,0.0008607173,0.9549029,0.000015781625,0.000054140342,0.00001860389,0.0033646713,0.002638025,0.035338387,0.00006981951,0.00014124262,0.0024280238],"study_design_scores_gemma":[0.0010985052,0.00037208328,0.9724149,0.000054785614,0.000010526654,0.00004045554,0.000090061534,0.00091837597,0.02408294,0.00025853261,0.0004918097,0.00016702534],"about_ca_topic_score_codex":0.0007768325,"about_ca_topic_score_gemma":0.000029747642,"teacher_disagreement_score":0.017512029,"about_ca_system_score_codex":0.000108350716,"about_ca_system_score_gemma":0.000003153988,"threshold_uncertainty_score":0.9998321},"labels":[],"label_agreement":null},{"id":"W1991699670","doi":"10.1680/gein.2008.15.4.269","title":"Refinement of K-stiffness Method for geosynthetic-reinforced soil walls","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":161,"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":"Geosynthetics; Serviceability (structure); Stiffness; Reinforcement; Structural engineering; Geotechnical engineering; Mechanically stabilized earth; Materials science; Mathematics; Engineering","score_opus":0.014449737581474808,"score_gpt":0.24042651680177052,"score_spread":0.22597677922029571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991699670","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1090661,0.00005473139,0.8830825,0.00021780976,0.0011472948,0.00024025039,0.0001335816,0.00034452058,0.005713221],"genre_scores_gemma":[0.98608553,0.00009008585,0.0128735555,0.000019215295,0.00008821135,0.00006281535,0.00006691473,0.00003948386,0.00067421026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989785,0.000009035563,0.00038217005,0.00015280505,0.00027724938,0.00020024265],"domain_scores_gemma":[0.9993371,0.0001374825,0.000052396917,0.00022451906,0.00019220091,0.000056306464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019241634,0.00014959477,0.00019142014,0.00012127017,0.00004604931,0.000009230773,0.00025912785,0.0001011549,0.00012904491],"category_scores_gemma":[0.00021363169,0.00015371073,0.00011837491,0.00008919147,0.00004280939,0.000048678718,0.000037359376,0.00009615546,0.000010760768],"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":[0.00001451672,0.000022652122,0.000004941429,0.00005363111,0.000044100052,9.4496005e-7,0.00013261483,0.97350246,0.009428236,0.009604134,0.0002917926,0.006899975],"study_design_scores_gemma":[0.00038226275,0.000027224662,0.00021043222,0.00003670805,0.00001624773,0.000017171773,0.000018417591,0.9604897,0.017791279,0.0004503674,0.020381495,0.00017872475],"about_ca_topic_score_codex":0.000019521693,"about_ca_topic_score_gemma":0.000004884605,"teacher_disagreement_score":0.8770194,"about_ca_system_score_codex":0.00006326905,"about_ca_system_score_gemma":0.000018473458,"threshold_uncertainty_score":0.6268141},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99089986,0.000020386706,0.00006222533,0.00012978505,0.00021436434,0.0001532485,0.00002422618,0.0000092200635,0.008486678],"genre_scores_gemma":[0.9996811,0.00004102153,0.00003932354,0.00004285,0.00003060442,0.000016478592,0.000004132122,0.000011865083,0.00013260619],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876606,0.00004149834,0.0002942888,0.00016870063,0.00059413887,0.0001353086],"domain_scores_gemma":[0.9994281,0.00014661658,0.00022235274,0.00014955478,0.000019752342,0.00003361458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103337035,0.00014221214,0.00023796405,0.000048410486,0.00003332396,0.0000050294343,0.00030974744,0.000047075064,0.0005068586],"category_scores_gemma":[0.00028576358,0.00009832139,0.000068091525,0.00004662442,0.0004875406,0.00007201327,0.00020542034,0.00007107874,0.00002084886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055911444,0.0029090594,0.062110126,0.0010925673,0.00027482072,0.0000034280388,0.0047988794,0.014776298,0.904218,0.0008299986,0.00014663563,0.0082810735],"study_design_scores_gemma":[0.0004145891,0.00023658281,0.043368034,0.00020668996,0.00002853176,0.000002666582,0.000056439225,0.001154711,0.95373064,0.0005974958,0.00009410898,0.000109510256],"about_ca_topic_score_codex":0.000066826346,"about_ca_topic_score_gemma":0.000009692188,"teacher_disagreement_score":0.04951264,"about_ca_system_score_codex":0.000038581045,"about_ca_system_score_gemma":0.000004392395,"threshold_uncertainty_score":0.5549746},"labels":[],"label_agreement":null},{"id":"W1993169652","doi":"10.1680/gein.2008.15.5.369","title":"Electrokinetic improvement of soft clay using electrical vertical drains","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"","keywords":"Electrokinetic phenomena; Geotechnical engineering; Electro-osmosis; Soil water; Geosynthetics; Atterberg limits; Suction; Shear strength (soil); Soil test; Environmental science; Geology; Soil science; Materials science; Water content; Engineering; Chemistry; Electrophoresis","score_opus":0.012342120594253122,"score_gpt":0.23458417347670843,"score_spread":0.2222420528824553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993169652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8922646,0.00013601486,0.10107789,0.00011121046,0.00039469314,0.00016324018,0.000011848347,0.00031196978,0.005528543],"genre_scores_gemma":[0.9953828,0.00017909608,0.0041153044,0.00004408839,0.00015960482,0.000015575522,0.000013882443,0.00003811711,0.000051535048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985382,0.000013495245,0.0004127014,0.00017371956,0.00050928985,0.00035262512],"domain_scores_gemma":[0.9994382,0.000081638755,0.00004094766,0.00019580103,0.00016401782,0.00007936739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011275921,0.00016213674,0.00018154939,0.000216063,0.00003747575,0.000010502495,0.00029098216,0.000108369975,0.00016458971],"category_scores_gemma":[0.00016931168,0.00017402293,0.00009143279,0.00017888218,0.000093224495,0.000055398843,0.000039883955,0.00022179024,0.0000128559095],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021945903,0.00013260082,0.0011555094,0.000015018163,0.00010240815,0.000011018008,0.00011960544,0.004333055,0.98018754,0.0042241216,0.0008611619,0.008836001],"study_design_scores_gemma":[0.00021723683,0.000113828326,0.0008389318,0.000012236544,0.000016630182,0.00006408957,0.0000030719616,0.2714303,0.7248187,0.0010344337,0.0012881947,0.00016232082],"about_ca_topic_score_codex":0.000010723746,"about_ca_topic_score_gemma":0.0000017276968,"teacher_disagreement_score":0.26709726,"about_ca_system_score_codex":0.0002472815,"about_ca_system_score_gemma":0.000066001725,"threshold_uncertainty_score":0.709645},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830878,0.000034528806,0.0015069188,0.00053691486,0.00044969964,0.00013788213,0.00003703815,0.000017614024,0.014191624],"genre_scores_gemma":[0.99842095,0.000030270165,0.0012501255,0.00007285923,0.000045862562,0.0000074359423,0.000036453344,0.000012868391,0.00012316652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987025,0.000052262483,0.00037096618,0.0001479838,0.00052208797,0.00020419022],"domain_scores_gemma":[0.9994606,0.00006127319,0.00021315645,0.00015708596,0.000016877098,0.00009100379],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00023693037,0.00012928268,0.00015631788,0.00005239256,0.00003911259,0.0000055933924,0.00018931233,0.00006344112,0.0016238017],"category_scores_gemma":[0.00008197424,0.00011056957,0.00007294778,0.00012943584,0.0003340092,0.00022919795,0.00008151494,0.000085153115,0.000096422096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011857216,0.00059384864,0.3504512,0.000026966885,0.00013518524,0.0000011751624,0.006091434,0.0215194,0.61297643,0.00053146563,0.0011033344,0.006451012],"study_design_scores_gemma":[0.00055608846,0.00013922864,0.3827835,0.00005128014,0.00007143594,0.000020218113,0.00017202801,0.0123074,0.60029674,0.00047916325,0.0028043832,0.00031853194],"about_ca_topic_score_codex":0.00014178343,"about_ca_topic_score_gemma":0.0000037865027,"teacher_disagreement_score":0.03233229,"about_ca_system_score_codex":0.00013973091,"about_ca_system_score_gemma":0.000006127174,"threshold_uncertainty_score":0.99928886},"labels":[],"label_agreement":null},{"id":"W1999091315","doi":"10.1680/gein.15.00003","title":"A novel viscoplastic model of high-density polyethylene pipe material","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","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":"Memorial University of Newfoundland","funders":"","keywords":"Viscoplasticity; Strain rate; Materials science; Tangent modulus; Stress (linguistics); Mechanics; Strain energy density function; Finite element method; Boundary value problem; Tangent; Constitutive equation; Structural engineering; Composite material; Mathematics; Mathematical analysis; Geometry; Engineering; Physics; Elastic modulus","score_opus":0.014266816705545544,"score_gpt":0.20686647332603852,"score_spread":0.19259965662049297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999091315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46331683,0.000011726639,0.5334131,0.00007776577,0.001648106,0.000034241668,0.00013666706,0.00016857302,0.0011929761],"genre_scores_gemma":[0.990659,0.0000065206486,0.00901899,0.000011150136,0.00013574379,0.000003540255,0.00002499624,0.00002308562,0.00011696047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923545,0.000003848697,0.00021111399,0.00011619345,0.00028244502,0.00015093829],"domain_scores_gemma":[0.9996153,0.000023385475,0.000029299652,0.0001559882,0.00009415142,0.00008186866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007744728,0.00012639869,0.0001476741,0.000084992476,0.000013486628,0.000023514403,0.00022126838,0.00009309359,0.00004135136],"category_scores_gemma":[0.0000853963,0.00012613993,0.0000434439,0.00004429542,0.00004071696,0.00005088148,0.00005956753,0.00011903101,0.000009185501],"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":[0.000018737679,0.000020952093,0.0000026481437,0.000012036236,0.000027474121,8.854719e-7,0.00003946149,0.8876296,0.103087395,0.008586727,0.00014890576,0.00042513837],"study_design_scores_gemma":[0.0003366683,0.000022744021,0.00009415051,0.000021879654,0.0000137883235,0.000023130744,0.000011561244,0.9166647,0.07365675,0.0086796265,0.0003219954,0.0001529707],"about_ca_topic_score_codex":0.0000702189,"about_ca_topic_score_gemma":0.000012596159,"teacher_disagreement_score":0.5273422,"about_ca_system_score_codex":0.0000616514,"about_ca_system_score_gemma":0.000023184144,"threshold_uncertainty_score":0.5143837},"labels":[],"label_agreement":null},{"id":"W2000695250","doi":"10.1680/gein.9.0227","title":"Soil Reinforcement Loads in Geosynthetic Walls at Working Stress Conditions","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":103,"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":"Reinforcement; Geosynthetics; Geotechnical engineering; Mechanically stabilized earth; Stiffness; Lateral earth pressure; Structural engineering; Engineering","score_opus":0.013274056405017698,"score_gpt":0.20359034709119808,"score_spread":0.1903162906861804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000695250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82183015,0.00054567034,0.019514335,0.0012896128,0.0046979464,0.0004952529,0.000155895,0.0014138864,0.15005727],"genre_scores_gemma":[0.998211,0.00023631616,0.00008625959,0.000023306764,0.000079253135,0.000040103285,0.00006934328,0.000032348144,0.0012220525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988735,0.000011906645,0.0003401413,0.00018290979,0.00030496452,0.00028662806],"domain_scores_gemma":[0.9995721,0.00006423473,0.000031733307,0.00022126993,0.000040042545,0.00007064182],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000082803905,0.00016614133,0.00013443937,0.00018940926,0.00005273781,0.00004061258,0.00024206583,0.00011142419,0.0018709969],"category_scores_gemma":[0.000069313784,0.00018725006,0.000065016204,0.00014715151,0.000033617976,0.00007024932,0.000070961614,0.00019884997,0.0002924364],"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":[0.0000022529216,0.000040517647,0.00019816167,0.000014838211,0.00001645406,0.000008544707,0.0001879147,0.9940011,0.00054700655,0.0024646483,0.00037935073,0.0021392012],"study_design_scores_gemma":[0.00025469824,0.000011128739,0.000805586,0.000119713746,0.0000073555366,0.000011565357,0.00002509098,0.9779628,0.0009229556,0.0002562053,0.019402707,0.0002201749],"about_ca_topic_score_codex":0.000013550514,"about_ca_topic_score_gemma":0.00010750492,"teacher_disagreement_score":0.17638089,"about_ca_system_score_codex":0.00032571377,"about_ca_system_score_gemma":0.0000033814845,"threshold_uncertainty_score":0.99904144},"labels":[],"label_agreement":null},{"id":"W2000996185","doi":"10.1680/gein.2007.14.3.178","title":"Metal retention in geosynthetic clay liners following permeation by different mining solutions","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Arsenic contamination and mitigation","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; Tailings; Leachate; Bentonite; Metalloid; Leaching (pedology); Hydraulic conductivity; Environmental chemistry; Ferrihydrite; Sorption; Metal; Environmental science; Environmental engineering; Chemistry; Soil water; Geology; Geotechnical engineering; Metallurgy; Soil science; Materials science; Adsorption","score_opus":0.013669170640862403,"score_gpt":0.2454186527635366,"score_spread":0.2317494821226742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000996185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9406904,0.000023738005,0.030271027,0.00097129843,0.00087260053,0.00017196307,0.000016456448,0.000050700783,0.026931847],"genre_scores_gemma":[0.99592245,0.000014289387,0.00068357115,0.00009943597,0.000049556988,0.000015357826,0.00016182881,0.000015532465,0.0030380036],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983326,0.000051283656,0.00041605532,0.00032193869,0.0005566264,0.00032150437],"domain_scores_gemma":[0.9995365,0.00009053784,0.0001278465,0.00014541234,0.000020516149,0.000079200705],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006395146,0.0001496319,0.00011856656,0.0001452433,0.00013794766,0.00003704009,0.00020989403,0.00009626391,0.0015002446],"category_scores_gemma":[0.00018155659,0.00015456657,0.00012254584,0.00015215181,0.00008191765,0.00025117988,0.00012393555,0.00014190252,0.000119989374],"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":[0.00012608434,0.0012200483,0.12417949,0.000012762992,0.00013867702,0.000067502675,0.0064472496,0.0033071015,0.5361519,0.008183516,0.0039467663,0.3162189],"study_design_scores_gemma":[0.004841201,0.00026645945,0.5347862,0.00033243472,0.00024715828,0.00012835459,0.0071942057,0.3318562,0.03446865,0.0051086512,0.078627534,0.0021429278],"about_ca_topic_score_codex":0.00012239574,"about_ca_topic_score_gemma":0.00077766605,"teacher_disagreement_score":0.50168324,"about_ca_system_score_codex":0.00050846173,"about_ca_system_score_gemma":0.000008604406,"threshold_uncertainty_score":0.99941254},"labels":[],"label_agreement":null},{"id":"W2005280087","doi":"10.1680/gein.2007.14.4.228","title":"Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"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":"Abutment; Geogrid; Geotechnical engineering; Geosynthetics; Structural engineering; Earthquake shaking table; Geology; Bridge (graph theory); Seismic loading; Engineering; Mechanically stabilized earth; Reinforcement; Retaining wall","score_opus":0.00956758132082075,"score_gpt":0.2230251562120072,"score_spread":0.21345757489118644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005280087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52093714,0.000029662722,0.47713268,0.00004108004,0.00029813222,0.000065926644,0.000028465083,0.00012301448,0.0013438794],"genre_scores_gemma":[0.99884015,0.000060316877,0.00091633067,0.000025029762,0.00003908251,0.0000045750153,0.000035035595,0.000029067527,0.0000504001],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989459,0.0000064609085,0.00037698148,0.00014483217,0.00029800885,0.00022780828],"domain_scores_gemma":[0.9996153,0.000058735186,0.000037370573,0.0001369225,0.00006602822,0.00008565013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002239642,0.00014640263,0.00015268738,0.00012602536,0.000030214493,0.000020388814,0.00014577359,0.00008109493,0.000046512356],"category_scores_gemma":[0.00006589234,0.00015719446,0.000050768173,0.00008181548,0.000039719485,0.000075769174,0.00005125161,0.00013593926,0.000009960927],"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":[0.000009840534,0.00001826836,0.000044283024,0.000030867326,0.000032400345,0.000002169784,0.00016217529,0.992733,0.0016713425,0.00094016,0.000013945201,0.004341529],"study_design_scores_gemma":[0.00025387044,0.00002364581,0.00035475238,0.00004271673,0.000013680771,0.000017563847,0.000052008167,0.99627477,0.0022374575,0.00028143259,0.00029873836,0.00014936033],"about_ca_topic_score_codex":0.000040540683,"about_ca_topic_score_gemma":0.000003738067,"teacher_disagreement_score":0.477903,"about_ca_system_score_codex":0.00008190728,"about_ca_system_score_gemma":0.00000867778,"threshold_uncertainty_score":0.6410204},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9114433,0.000033209377,0.00019953602,0.0016645417,0.00021741421,0.00012489795,0.00002185041,0.000018348346,0.08627691],"genre_scores_gemma":[0.99829155,0.00011240283,0.0007306682,0.000206536,0.000023730287,0.000004172966,0.0000086660075,0.000008576211,0.0006136794],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9987393,0.000031055417,0.0003197088,0.00022992012,0.00046396037,0.00021603749],"domain_scores_gemma":[0.9995824,0.000047443402,0.00011243471,0.00019778033,0.0000056424915,0.00005428269],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017169373,0.00013884931,0.00017469644,0.000078669684,0.000033499724,0.000010585217,0.00032267754,0.000055091896,0.003073984],"category_scores_gemma":[0.000105692656,0.00011705059,0.0000751115,0.000110421985,0.0001730604,0.00012121722,0.00019701783,0.000102447055,0.0002124104],"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":[0.00028738016,0.003358228,0.23304291,0.0000143719,0.00011228637,0.00010070042,0.004199998,0.037138984,0.59657866,0.0019991547,0.0022733894,0.120893955],"study_design_scores_gemma":[0.0018716124,0.00039779244,0.86539364,0.0001221802,0.0000556823,0.00007864958,0.0002641151,0.020731024,0.08458226,0.011730953,0.013990766,0.0007813128],"about_ca_topic_score_codex":0.00012824681,"about_ca_topic_score_gemma":0.00002638492,"teacher_disagreement_score":0.63235074,"about_ca_system_score_codex":0.00017140202,"about_ca_system_score_gemma":0.0000034033217,"threshold_uncertainty_score":0.99783736},"labels":[],"label_agreement":null},{"id":"W2006561440","doi":"10.1680/gein.14.00013","title":"Performance of two geosynthetic reinforced walls with recycled construction waste backfill and constructed on collapsible ground","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":78,"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":"Geogrid; Geotextile; Geosynthetics; Geotechnical engineering; Foundation (evidence); Formwork; Mechanically stabilized earth; Retaining wall; Reinforcement; Engineering; Materials science; Structural engineering","score_opus":0.004033915314130939,"score_gpt":0.179290473409913,"score_spread":0.17525655809578206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006561440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97671944,0.000008450421,0.0129974,0.00004990615,0.0003973557,0.00008990024,0.000018566176,0.00015730108,0.00956168],"genre_scores_gemma":[0.9979289,0.000078609104,0.0017870505,0.0000118282,0.00004450058,0.000009646981,0.000022162378,0.000025811098,0.00009150006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913687,0.000016346243,0.0002682303,0.00016228309,0.00025687396,0.00015941454],"domain_scores_gemma":[0.9994759,0.00008289704,0.00006453167,0.00018882303,0.00012888813,0.000058954865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013032208,0.00015602418,0.00017626044,0.00013972934,0.000042124266,0.000026764787,0.00012189479,0.00007568406,0.00005466482],"category_scores_gemma":[0.000062254985,0.00014464781,0.000027451562,0.000122008074,0.00012343073,0.00008157513,0.000024016368,0.00012014462,0.0000053504596],"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":[0.000073171715,0.000014181275,0.00037754577,0.00007664509,0.000053884374,5.846106e-7,0.00006284095,0.9408288,0.0045397417,0.03237228,0.000019380199,0.021580927],"study_design_scores_gemma":[0.0007101553,0.00015683807,0.000517802,0.00016235687,0.000018810708,0.00004594154,0.000045410772,0.9881894,0.008991297,0.0003145374,0.00065963523,0.0001877875],"about_ca_topic_score_codex":0.0000149591915,"about_ca_topic_score_gemma":0.0000064622586,"teacher_disagreement_score":0.04736061,"about_ca_system_score_codex":0.000048752947,"about_ca_system_score_gemma":0.000010822555,"threshold_uncertainty_score":0.5898567},"labels":[],"label_agreement":null},{"id":"W2006927312","doi":"10.1680/gein.8.0197","title":"Liner Buckling in Profiled Polyethylene Pipes","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":16,"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":"Buckling; Buckle; Materials science; Bending; Stiffness; Polyethylene; Structural engineering; Stress (linguistics); Internal pressure; Geotechnical engineering; Composite material; Geology; Engineering","score_opus":0.006009950728580083,"score_gpt":0.20840421658419836,"score_spread":0.2023942658556183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006927312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8814977,0.00045160967,0.062038727,0.0010328774,0.0026590372,0.0001491247,0.000022467788,0.0008302827,0.051318202],"genre_scores_gemma":[0.99706095,0.0001502026,0.001954875,0.00003497634,0.00019334884,0.000011914726,0.000013678761,0.000023637904,0.00055641815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992778,0.0000060794778,0.00020415294,0.0001279525,0.0001774025,0.00020662595],"domain_scores_gemma":[0.99974996,0.000036399117,0.000013830891,0.0001276919,0.00002895439,0.000043182965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083601095,0.00012119839,0.00010428385,0.00015538404,0.000018263496,0.000033959186,0.00020710798,0.00009345722,0.00023412822],"category_scores_gemma":[0.00006661787,0.00012062541,0.00004369352,0.00011187973,0.000018908906,0.00005550621,0.000029000397,0.00023242041,0.000029086648],"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":[0.000015540885,0.000042425792,0.0011477293,0.000018714758,0.000038221955,0.000041339717,0.00011533127,0.9561706,0.010920674,0.009461503,0.00030504155,0.02172284],"study_design_scores_gemma":[0.00069280574,0.000024825365,0.009906858,0.00010899349,0.000010059998,0.00010818803,0.000062664396,0.8675126,0.0068296553,0.009702312,0.10451836,0.00052271126],"about_ca_topic_score_codex":0.000020302905,"about_ca_topic_score_gemma":0.000030415327,"teacher_disagreement_score":0.11556328,"about_ca_system_score_codex":0.00006423471,"about_ca_system_score_gemma":0.0000066571374,"threshold_uncertainty_score":0.49189615},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93707466,0.000034676123,0.0093422495,0.0015292274,0.00032915507,0.0008992124,0.00025538745,0.000043523793,0.050491884],"genre_scores_gemma":[0.9979856,0.000058453752,0.00090715906,0.00006237686,0.000046286455,0.00020503817,0.000053876152,0.000013657726,0.00066755206],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986334,0.000036859594,0.00040329684,0.0002586431,0.00048622908,0.00018156522],"domain_scores_gemma":[0.99941355,0.00007821578,0.00015466787,0.00027471306,0.000023750254,0.00005512251],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0001747632,0.00012318578,0.00012493867,0.000088548164,0.000047084002,0.000024967752,0.00034320305,0.00006446038,0.0047927224],"category_scores_gemma":[0.0000827427,0.00010905388,0.0000502435,0.00014290182,0.00020705345,0.00025732702,0.00022608644,0.00010076222,0.00081416644],"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":[0.000020997886,0.0013477531,0.84317404,0.000024411165,0.000055419903,0.0000015611535,0.0009977398,0.044512287,0.05408567,0.0005173451,0.0013171056,0.053945668],"study_design_scores_gemma":[0.0005549687,0.000058870362,0.91094637,0.000067558045,0.000019990524,0.000010079495,0.00019178799,0.042397846,0.035498552,0.006600784,0.0033987227,0.000254445],"about_ca_topic_score_codex":0.00040263432,"about_ca_topic_score_gemma":0.000042125568,"teacher_disagreement_score":0.06777235,"about_ca_system_score_codex":0.00023065996,"about_ca_system_score_gemma":0.000005769718,"threshold_uncertainty_score":0.9999638},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9741523,0.000076341734,0.00005299869,0.0022832556,0.00010628486,0.000110697845,0.0002007412,0.000039315564,0.02297803],"genre_scores_gemma":[0.9943174,0.000071510156,0.00250262,0.0005354776,0.00013426923,0.00001385904,0.00009816679,0.000021009733,0.002305687],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987397,0.000027309201,0.00018733008,0.00034354939,0.00045912125,0.00024298474],"domain_scores_gemma":[0.99957305,0.00006594735,0.000085686734,0.00016668151,0.000007647976,0.000100958314],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008766066,0.00019527334,0.00013632003,0.000022958771,0.0001850717,0.000072143426,0.00019937301,0.000049934417,0.005282747],"category_scores_gemma":[0.000037074755,0.00014348225,0.000030499083,0.000044015014,0.0002993362,0.00021541059,0.0004218737,0.00011802252,0.00038392507],"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":[0.00019063147,0.00024916642,0.8397659,0.000004389851,0.00019216847,0.00004018472,0.0033894805,0.008004019,0.13854875,0.000065522894,0.0045799264,0.0049698646],"study_design_scores_gemma":[0.0032782035,0.000431038,0.66382235,0.00014082617,0.00015816577,0.00023403706,0.0005033419,0.030298403,0.1208307,0.001146625,0.17762367,0.0015326131],"about_ca_topic_score_codex":0.00019097835,"about_ca_topic_score_gemma":0.0015884818,"teacher_disagreement_score":0.17594352,"about_ca_system_score_codex":0.00026492914,"about_ca_system_score_gemma":0.0000046107543,"threshold_uncertainty_score":0.99562657},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9665271,0.00007813239,0.001181124,0.0015344657,0.00024355612,0.000114571194,0.000068255766,0.000020094834,0.030232709],"genre_scores_gemma":[0.9981026,0.000041306244,0.0011164141,0.000101981845,0.000023482995,0.0000046957402,0.0000049995288,0.000010827621,0.0005936641],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989874,0.000045003446,0.00018511731,0.00022446326,0.00039694612,0.00016111016],"domain_scores_gemma":[0.9995529,0.000054602668,0.00009873517,0.00014986246,0.000012059759,0.0001318528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026172862,0.00013147359,0.00016468792,0.000024715016,0.000041804156,0.000015582384,0.0002044276,0.00004940072,0.0008228522],"category_scores_gemma":[0.00013335308,0.00011408346,0.00003976664,0.000044206623,0.00050787407,0.00018953723,0.00029739243,0.000098362536,0.0000815088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005940676,0.00047159867,0.42185608,0.000046159766,0.0005070469,0.00004011062,0.014919769,0.004749227,0.50068134,0.0006971381,0.012955169,0.042482287],"study_design_scores_gemma":[0.005224247,0.000778453,0.22336255,0.00012262099,0.00016972213,0.000294565,0.001320314,0.018065317,0.6600036,0.01018695,0.07913273,0.0013389303],"about_ca_topic_score_codex":0.00027917404,"about_ca_topic_score_gemma":0.000019367679,"teacher_disagreement_score":0.19849354,"about_ca_system_score_codex":0.00012933539,"about_ca_system_score_gemma":0.000007573868,"threshold_uncertainty_score":0.90096545},"labels":[],"label_agreement":null},{"id":"W2018377671","doi":"10.1680/gein.9.0226","title":"<b>Conversion of Geosynthetic Strain to Load Using Reinforcement Stiffness</b>","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":104,"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","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Reinforcement; Geosynthetics; Stiffness; Creep; Geotechnical engineering; Structural engineering; Geotextile; Materials science; Tension (geology); Composite material; Geology; Engineering; Ultimate tensile strength","score_opus":0.01839082188254145,"score_gpt":0.21546943610657263,"score_spread":0.19707861422403117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018377671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7409842,0.00014446925,0.23875359,0.00029524812,0.0021469449,0.00032553409,0.000120663266,0.000495374,0.016733974],"genre_scores_gemma":[0.998415,0.000029898036,0.001236689,0.000024809675,0.000049824113,0.0000053854783,0.0000075339267,0.000024524903,0.00020634984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898374,0.0000073139504,0.00029248197,0.00013663074,0.00039695104,0.00018285275],"domain_scores_gemma":[0.9995409,0.000028998465,0.000032767308,0.0001973167,0.00012701393,0.000072977076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115535135,0.00012976736,0.00012993002,0.00017831817,0.000026224521,0.000017604725,0.00021999009,0.000074548734,0.00073589914],"category_scores_gemma":[0.00010510214,0.00014159462,0.00006089163,0.00017568056,0.000027077545,0.000060855775,0.000051413605,0.00009747806,0.000066596964],"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":[0.0000032958349,0.00002433802,0.000010285617,0.000035963792,0.000016822758,0.0000012872,0.00018621254,0.97894096,0.014312668,0.0009724093,0.000108722015,0.005387052],"study_design_scores_gemma":[0.00016245799,0.00002035853,0.000104296945,0.00006736517,0.000011272416,0.000006231708,0.000034150704,0.9803527,0.0043026027,0.000076921184,0.014706957,0.0001547113],"about_ca_topic_score_codex":0.000014827481,"about_ca_topic_score_gemma":0.0000017911698,"teacher_disagreement_score":0.2574308,"about_ca_system_score_codex":0.00018446548,"about_ca_system_score_gemma":0.0000074794807,"threshold_uncertainty_score":0.805758},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99505776,0.000009603949,0.0031856794,0.00053643173,0.0001588929,0.0001787755,0.00018135874,0.000009074153,0.00068240776],"genre_scores_gemma":[0.99728525,0.000016516855,0.0021125122,0.00019841075,0.000040293988,0.000037611666,0.000019000325,0.000010058561,0.00028036328],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9994665,0.000004931673,0.00013386212,0.00013523527,0.0001451891,0.00011431803],"domain_scores_gemma":[0.9996055,0.00018847859,0.00007081822,0.00009332161,0.00001091976,0.000030991807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012801905,0.00007448738,0.00009211047,0.000020059977,0.000048970414,0.000011031567,0.000112269474,0.00003778557,0.00018346652],"category_scores_gemma":[0.00008585939,0.000071274226,0.000032348944,0.000022444472,0.00012347725,0.000098154655,0.00009785412,0.000034189732,0.000008089099],"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":[0.00024927483,0.00033454574,0.6307995,0.00011949968,0.00023186966,7.1150373e-7,0.0011708377,0.015755957,0.33453253,0.0032261552,0.006300937,0.0072782445],"study_design_scores_gemma":[0.004969179,0.0017114998,0.5754327,0.00017059744,0.00016156661,0.000013221099,0.0002952611,0.10064308,0.24718715,0.0072207763,0.061288904,0.0009060209],"about_ca_topic_score_codex":0.000020199648,"about_ca_topic_score_gemma":0.000047293786,"teacher_disagreement_score":0.08734537,"about_ca_system_score_codex":0.00004454811,"about_ca_system_score_gemma":0.0000029551163,"threshold_uncertainty_score":0.29064786},"labels":[],"label_agreement":null},{"id":"W2026298785","doi":"10.1680/gein.7.0178","title":"The Influence of Partial Clogging and Pressure on the Behaviour of Geotextiles in Drainage Systems","year":2000,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"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 British Columbia; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Clogging; Geotextile; Geosynthetics; Drainage; Geotechnical engineering; Permeability (electromagnetism); Pore water pressure; Compaction; Geomembrane; Hydraulic conductivity; Geology; Environmental science; Soil water; Soil science","score_opus":0.004417633788669276,"score_gpt":0.19102899625349035,"score_spread":0.18661136246482107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026298785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978822,0.00014901074,0.00015471443,0.00011481959,0.00009976023,0.0000824044,0.0000183094,0.000025735235,0.0014730821],"genre_scores_gemma":[0.9997668,0.00011995921,0.000006003999,0.0000029667704,0.000015128485,0.00001248239,0.0000015088386,0.000007093015,0.00006800608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994832,0.000018410055,0.00019753519,0.00006275452,0.00015397376,0.00008409681],"domain_scores_gemma":[0.9996436,0.00016287845,0.000025452706,0.00012457072,0.000031232878,0.000012252831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002142802,0.00005933195,0.00007006415,0.000029334156,0.000025408981,0.000016084943,0.0001586879,0.000040828505,0.000016773101],"category_scores_gemma":[0.00008921148,0.000040007693,0.000018518902,0.0000485544,0.00006486326,0.000025105623,0.000016040472,0.00010592645,0.0000012452762],"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":[0.000004491123,0.000009804913,0.00021015694,0.000014427571,0.000008389676,3.1372159e-7,0.00013537744,0.9817584,0.00022827416,0.015802026,0.000006305443,0.0018220396],"study_design_scores_gemma":[0.000101644335,0.000019077977,0.022135863,0.00012877848,0.000008408137,0.0000029888513,0.00007579297,0.9720865,0.00048283683,0.00044684924,0.004443472,0.00006778857],"about_ca_topic_score_codex":0.000047669684,"about_ca_topic_score_gemma":0.0000067582237,"teacher_disagreement_score":0.021925706,"about_ca_system_score_codex":0.000009868062,"about_ca_system_score_gemma":0.0000036960969,"threshold_uncertainty_score":0.16314664},"labels":[],"label_agreement":null},{"id":"W2026903655","doi":"10.1680/gein.9.0218","title":"Subsidence Evaluation of Geotextilereinforced Gravel Mats Bridging a Sinkhole","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sinkhole; Geotextile; Geotechnical engineering; Reinforcement; Geology; Compaction; Geosynthetics; Subsidence; Engineering; Geomorphology","score_opus":0.03748409549262905,"score_gpt":0.23454483369867057,"score_spread":0.19706073820604153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026903655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9058555,0.00022256456,0.030967962,0.00011995463,0.0019225455,0.00016026289,0.000029684808,0.00015790039,0.060563635],"genre_scores_gemma":[0.999017,0.00006424746,0.0004899605,0.000027598076,0.000095079,0.0000108007725,0.000014009462,0.000020224154,0.0002610788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877495,0.000026377242,0.00030405048,0.00013801926,0.00056467316,0.0001919118],"domain_scores_gemma":[0.9993595,0.000042369713,0.00007860366,0.00019680659,0.00028095677,0.000041755513],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00043916717,0.000120386205,0.0001273097,0.00013454564,0.000036909456,0.000023524033,0.0002606179,0.00008360811,0.0010156388],"category_scores_gemma":[0.00021883954,0.00013643193,0.00006577123,0.00008079749,0.000044068798,0.000094703595,0.000044864748,0.00012621924,0.00012368965],"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":[0.000015414707,0.0001354359,0.0008099413,0.00010763771,0.00027157008,0.00001408101,0.0048519443,0.6826737,0.02390449,0.14774737,0.0017858077,0.13768262],"study_design_scores_gemma":[0.00028661688,0.0000116187275,0.00091150956,0.000045816032,0.000028515957,0.000026221705,0.000097042626,0.988445,0.005970376,0.0037524537,0.00029559172,0.00012926146],"about_ca_topic_score_codex":0.000014672201,"about_ca_topic_score_gemma":0.000012620651,"teacher_disagreement_score":0.30577126,"about_ca_system_score_codex":0.00009279079,"about_ca_system_score_gemma":0.000011322322,"threshold_uncertainty_score":0.99989754},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9142,0.000078858575,0.010653647,0.011611675,0.0006024963,0.00035036204,0.000105036874,0.000068868416,0.06232903],"genre_scores_gemma":[0.9892879,0.00022853453,0.0016457915,0.002825115,0.00014169209,0.000036513826,0.000039253813,0.000037327838,0.005757882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980377,0.000051655174,0.00032460716,0.00044355154,0.0006890062,0.0004534897],"domain_scores_gemma":[0.99919564,0.00012532047,0.00009525592,0.0004134144,0.0000135306545,0.00015683514],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023948337,0.00029788786,0.00021985585,0.000035602458,0.00036936073,0.000058758284,0.0007033268,0.0000811462,0.0075449827],"category_scores_gemma":[0.00006457497,0.0002071938,0.00014383803,0.00017271028,0.00035684524,0.00024369877,0.00085719477,0.00022595043,0.0030302932],"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":[0.0021307997,0.0013442205,0.01908456,0.000028466557,0.0004829937,0.00026333577,0.01321067,0.6869293,0.21802236,0.000073560186,0.0249728,0.033456925],"study_design_scores_gemma":[0.0016728762,0.00059937336,0.027836995,0.0001206351,0.00012617915,0.0006793112,0.0003358335,0.024877286,0.15669064,0.0004568614,0.7854041,0.0011999026],"about_ca_topic_score_codex":0.00042736973,"about_ca_topic_score_gemma":0.0006522771,"teacher_disagreement_score":0.7604313,"about_ca_system_score_codex":0.00060298917,"about_ca_system_score_gemma":0.000005691798,"threshold_uncertainty_score":0.997746},"labels":[],"label_agreement":null},{"id":"W2031711199","doi":"10.1680/gein.2005.12.5.239","title":"Dilatant stresses at the interface of granular fills and geogrid strip reinforcements","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"University of Manitoba","funders":"","keywords":"Dilatant; Reinforcement; Geogrid; Geosynthetics; Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.00512235433564458,"score_gpt":0.228737127058951,"score_spread":0.2236147727233064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031711199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96364254,0.00084553903,0.030066576,0.00058352196,0.00050325075,0.00013900182,0.00015792488,0.00014733052,0.0039143437],"genre_scores_gemma":[0.9990477,0.00035618103,0.00020390941,0.0000153102,0.00004338934,0.0000057753277,0.000025573865,0.000012150213,0.00029001417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993996,0.0000057273,0.00020448165,0.00008785025,0.00019429284,0.00010805076],"domain_scores_gemma":[0.9996938,0.00005057126,0.000030413927,0.00014858365,0.00004746246,0.000029183999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009127147,0.00008974447,0.000079757316,0.00004096135,0.000031511423,0.000017912096,0.00016112303,0.000044539345,0.00020436513],"category_scores_gemma":[0.00006857976,0.00007101518,0.000029709214,0.000044999706,0.000052525724,0.000055319964,0.00008616354,0.00008607357,0.000012039166],"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":[0.000005830576,0.000013739039,0.00022736863,0.000019831872,0.000026809708,3.197952e-7,0.00010492362,0.9863036,0.002208183,0.000804468,0.00042024118,0.009864677],"study_design_scores_gemma":[0.00029226104,0.000026231235,0.0021106796,0.00006437405,0.000018963347,0.000010118742,0.000042154217,0.8553899,0.031726476,0.00015356534,0.11000168,0.0001636039],"about_ca_topic_score_codex":0.000009693459,"about_ca_topic_score_gemma":0.000019357556,"teacher_disagreement_score":0.13091372,"about_ca_system_score_codex":0.000046721176,"about_ca_system_score_gemma":0.0000032325436,"threshold_uncertainty_score":0.2895915},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96116096,0.00014270765,0.0019286994,0.00089926476,0.0006376742,0.00019618534,0.00011243478,0.00002067857,0.034901388],"genre_scores_gemma":[0.99671173,0.000025286,0.0020199087,0.00013002283,0.00009289446,0.000019230352,0.000017622351,0.0000092531445,0.00097405823],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992357,0.0000093001345,0.00019917397,0.00010588939,0.00025016416,0.00019979222],"domain_scores_gemma":[0.999508,0.00021648982,0.000095272175,0.00011759336,0.000006223293,0.000056425142],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012154941,0.0000915652,0.00013164188,0.000023590921,0.000055421035,0.0000068451336,0.00017905515,0.000036293975,0.0049251267],"category_scores_gemma":[0.0001877368,0.00007763842,0.00006148746,0.000030270396,0.000111425026,0.000118399556,0.00021060708,0.00004679214,0.00011025691],"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":[0.000090023634,0.0006739057,0.95649076,0.000015875132,0.00006839643,9.417209e-7,0.0010356891,0.0008163454,0.019028222,0.00048996595,0.0103109805,0.010978904],"study_design_scores_gemma":[0.0012430032,0.00058456196,0.23822686,0.000056894052,0.00010555195,0.00007598508,0.0006317973,0.0041208277,0.5889764,0.0006794335,0.16472247,0.00057622883],"about_ca_topic_score_codex":0.00009072857,"about_ca_topic_score_gemma":0.000021206137,"teacher_disagreement_score":0.71826386,"about_ca_system_score_codex":0.0000674971,"about_ca_system_score_gemma":0.0000015684772,"threshold_uncertainty_score":0.9959845},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9336973,0.00001385813,0.00037981727,0.00075177493,0.00074246555,0.00009023052,0.00006480808,0.000028323551,0.064231426],"genre_scores_gemma":[0.9944965,0.000069053116,0.0042681736,0.00009418916,0.00007292609,0.00000771967,0.000008994138,0.000014590109,0.00096784136],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989583,0.000015818114,0.00020925565,0.00024280774,0.00039709665,0.00017673666],"domain_scores_gemma":[0.99954295,0.00009175745,0.00009640282,0.00017625529,0.000009814632,0.000082801496],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001577584,0.00013474366,0.00012425995,0.00004323667,0.000085364445,0.000018815319,0.00022396781,0.00006549056,0.0063491226],"category_scores_gemma":[0.00014828965,0.00011693731,0.000053025156,0.000052658157,0.00056343834,0.00011879194,0.00036254356,0.00017364591,0.00016256847],"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":[0.000060193226,0.00040446036,0.2550324,0.000008551461,0.00009533762,0.000010244594,0.00062645477,0.0008828312,0.7213,0.0024540308,0.0011669077,0.01795858],"study_design_scores_gemma":[0.0016033445,0.0002550496,0.6140947,0.000040923343,0.00009813095,0.0002681802,0.00018839598,0.011002313,0.2514354,0.009471379,0.110582806,0.00095941365],"about_ca_topic_score_codex":0.00014442598,"about_ca_topic_score_gemma":0.000057799385,"teacher_disagreement_score":0.4698646,"about_ca_system_score_codex":0.00004915053,"about_ca_system_score_gemma":0.000004576666,"threshold_uncertainty_score":0.9945592},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.958934,0.000042912427,0.019474976,0.00056874054,0.000088708846,0.00017847965,0.0000902381,0.000020902895,0.02060103],"genre_scores_gemma":[0.9968981,0.00021071365,0.002458273,0.000120795106,0.000040859897,0.000013958798,0.00007510487,0.0000074835025,0.00017468816],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99899143,0.00001572961,0.0002625589,0.00022525247,0.00035691928,0.0001481373],"domain_scores_gemma":[0.99963635,0.000042742537,0.00009803593,0.0001758966,0.000005886797,0.000041087602],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009967626,0.00010543166,0.000119225224,0.00005117994,0.000044571916,0.00001136554,0.00024126684,0.000053470692,0.0014820697],"category_scores_gemma":[0.000015324735,0.0000969505,0.0000443615,0.00008156489,0.000080043115,0.000108181615,0.00012679194,0.000088681554,0.00016730363],"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":[0.00015985356,0.0015945515,0.5756168,0.000008220748,0.000046574616,0.000010051485,0.0015441375,0.2653427,0.11370953,0.0011469355,0.0002960663,0.04052457],"study_design_scores_gemma":[0.0015070492,0.000116547635,0.7774498,0.00007776235,0.000030810843,0.000009514821,0.000117177064,0.15645444,0.019770913,0.03334698,0.010605161,0.0005138292],"about_ca_topic_score_codex":0.0005514944,"about_ca_topic_score_gemma":0.000059692138,"teacher_disagreement_score":0.20183302,"about_ca_system_score_codex":0.00016204586,"about_ca_system_score_gemma":0.0000023487084,"threshold_uncertainty_score":0.9994307},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97516036,0.000005549811,0.006065021,0.0007856701,0.00028039122,0.00011694387,0.00016490911,0.000031248434,0.0173899],"genre_scores_gemma":[0.997281,0.000011444168,0.0003683337,0.00068776915,0.0000401037,0.000005784104,0.00019259212,0.000015668245,0.001397263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988484,0.000047907008,0.00024184478,0.00023292669,0.00043956106,0.00018940984],"domain_scores_gemma":[0.99940145,0.00015423614,0.000108887,0.00022869115,0.000012230427,0.00009450603],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000121473706,0.0001350254,0.00013391339,0.00004652927,0.00016553063,0.000018387585,0.0002767772,0.00008447265,0.008844683],"category_scores_gemma":[0.00007479729,0.00012644232,0.000065499386,0.00007491536,0.00034581526,0.00015479699,0.00027474563,0.00012257238,0.00032896793],"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":[0.00020707352,0.0017534399,0.106254265,0.000026379668,0.00037025934,0.000021062611,0.002901639,0.6815337,0.18940055,0.0037086594,0.0063725184,0.007450457],"study_design_scores_gemma":[0.0026000922,0.00043405956,0.77514464,0.000055924385,0.00012148259,0.000100354926,0.0005648084,0.06698991,0.13341059,0.012771619,0.007073573,0.0007329616],"about_ca_topic_score_codex":0.00040725598,"about_ca_topic_score_gemma":0.00047985069,"teacher_disagreement_score":0.66889036,"about_ca_system_score_codex":0.00018877893,"about_ca_system_score_gemma":0.000004113939,"threshold_uncertainty_score":0.9920614},"labels":[],"label_agreement":null},{"id":"W2049196405","doi":"10.1680/gein.2007.14.3.165","title":"Experimental investigation of EPS geofoam seismic buffers using shaking table tests","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":119,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Stiffness; Structural engineering; Geotechnical engineering; Seismic loading; Geosynthetics; Dynamic load testing; Dynamic loading; Reduction (mathematics); Materials science; Engineering","score_opus":0.015831622888238524,"score_gpt":0.24470491659429705,"score_spread":0.22887329370605852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049196405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85249007,0.00008752365,0.14484693,0.00001775396,0.0006498957,0.00006446069,0.000012027475,0.00016818075,0.0016631798],"genre_scores_gemma":[0.9965906,0.0000068181325,0.0032261675,0.0000148490535,0.000081650265,0.0000028373329,0.000021005813,0.000027456626,0.000028581862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911636,0.0000062371564,0.00029818297,0.00012343281,0.00025702437,0.0001987714],"domain_scores_gemma":[0.9996299,0.000058867434,0.000048708203,0.00012403146,0.00008049603,0.000057979993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492642,0.000116485906,0.00010740317,0.00014620926,0.000034108496,0.00001890973,0.00015259004,0.00007910139,0.00005394478],"category_scores_gemma":[0.000089171015,0.00013414094,0.000041079245,0.00014953542,0.000047015903,0.00010460468,0.000038033126,0.000116933305,0.000005784922],"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":[0.0000037670336,0.00001607855,0.000629613,0.00001850179,0.000016356258,0.0000015256574,0.00016462215,0.8408747,0.15630177,0.0010670598,0.000025067608,0.00088098453],"study_design_scores_gemma":[0.00011157132,0.0000141280525,0.001742335,0.000070699025,0.000006960445,0.000011454651,0.000070509115,0.8408273,0.15616281,0.00027159232,0.0005769884,0.00013363647],"about_ca_topic_score_codex":0.000040296873,"about_ca_topic_score_gemma":0.0000033539163,"teacher_disagreement_score":0.14410059,"about_ca_system_score_codex":0.00016295853,"about_ca_system_score_gemma":0.000013581089,"threshold_uncertainty_score":0.5470109},"labels":[],"label_agreement":null},{"id":"W2050201801","doi":"10.1680/gein.9.0224","title":"Global Level of Safety and Performance of Geosynthetic Walls: An Historical Perspective","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":81,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetics; Reinforcement; Stiffness; Geotechnical engineering; Foundation (evidence); Structural engineering; Engineering","score_opus":0.028159278900193582,"score_gpt":0.22663024785956257,"score_spread":0.198470968959369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050201801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.954819,0.0006191969,0.028762966,0.00020133553,0.00066538696,0.000101909856,0.00019653872,0.00015787059,0.014475756],"genre_scores_gemma":[0.9987387,0.00035394778,0.00073400995,0.0000028724894,0.000028006785,0.0000021253122,0.000004421408,0.0000114729855,0.00012444642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928284,0.000009721707,0.00025744867,0.00012297998,0.00021659335,0.000110391244],"domain_scores_gemma":[0.9996001,0.000028051856,0.000039335955,0.00014177202,0.00014104237,0.00004968799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009136871,0.00009956223,0.0001492595,0.00006204646,0.000018001807,0.0000056252948,0.00015173116,0.000074523545,0.00011248014],"category_scores_gemma":[0.00008744723,0.00010413488,0.000046361587,0.00009409341,0.000053425403,0.00007600297,0.000029729523,0.00007562321,0.0000032944763],"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":[0.00006647279,0.00030114074,0.0025794914,0.00014807853,0.00011591127,0.000001889087,0.0010172625,0.9059575,0.0008625508,0.037672136,0.0001380909,0.05113947],"study_design_scores_gemma":[0.00020276221,0.00010735466,0.01156814,0.000038824375,0.000016188924,0.000015903792,0.000049256087,0.9850682,0.00027266337,0.0004162078,0.0021120533,0.0001324287],"about_ca_topic_score_codex":0.000048532165,"about_ca_topic_score_gemma":0.00001656319,"teacher_disagreement_score":0.07911071,"about_ca_system_score_codex":0.00030239718,"about_ca_system_score_gemma":0.0000045186603,"threshold_uncertainty_score":0.42464972},"labels":[],"label_agreement":null},{"id":"W2050232513","doi":"10.1680/gein.2012.19.1.39","title":"Interpretation of laboratory creep testing for reliability-based analysis and load and resistance factor design (LRFD) calibration","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"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; Royal Military College of Canada","funders":"","keywords":"Creep; Limit state design; Structural engineering; Reliability (semiconductor); Ultimate tensile strength; Geosynthetics; Geotechnical engineering; Engineering; Calibration; Mathematics; Statistics; Materials science; Composite material","score_opus":0.013154861337876219,"score_gpt":0.2247874050576656,"score_spread":0.21163254371978937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050232513","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18230094,0.00014674141,0.8170598,0.000034916084,0.00011258278,0.00010525778,0.00007951999,0.000079212536,0.000081023216],"genre_scores_gemma":[0.95032096,0.0000082609,0.04957165,0.000007875028,0.00002696977,0.000021677912,0.000021219203,0.000012806079,0.000008569198],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999391,0.000021532698,0.0002197137,0.00011102224,0.00014935397,0.00010733989],"domain_scores_gemma":[0.9992299,0.00036706618,0.000049171867,0.00009861973,0.00020799355,0.000047231024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030050243,0.00008885753,0.00012311291,0.00011425152,0.000026174903,0.000021651638,0.000054828015,0.000067540015,0.000007864338],"category_scores_gemma":[0.0007276293,0.000093850584,0.000030196625,0.00018946642,0.000037601807,0.00013251163,0.000011425811,0.000057302248,2.1959258e-7],"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":[0.000049134633,0.000043837164,0.009230316,0.00021281459,0.000110100016,9.5080246e-8,0.00045174474,0.97264326,0.011423727,0.0013604552,0.000021607022,0.004452887],"study_design_scores_gemma":[0.00013436232,0.000018518187,0.007505149,0.000028784123,0.000061974024,1.7484508e-7,0.00001516654,0.98608315,0.0055703456,0.00032338247,0.00016355504,0.000095451076],"about_ca_topic_score_codex":0.0000050803646,"about_ca_topic_score_gemma":0.000010316975,"teacher_disagreement_score":0.76802003,"about_ca_system_score_codex":0.000060008882,"about_ca_system_score_gemma":0.000015350217,"threshold_uncertainty_score":0.3827116},"labels":[],"label_agreement":null},{"id":"W2052026302","doi":"10.1680/gein.8.0194","title":"Influence of Creep and Stress-Relaxation of Geosynthetic Reinforcement on Embankment Behaviour","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Reinforcement; Creep; Geosynthetics; Stiffness; Geotechnical engineering; Viscoelasticity; Materials science; Stress (linguistics); Polypropylene; Stress relaxation; Relaxation (psychology); Structural engineering; Composite material; Engineering","score_opus":0.005775769844554066,"score_gpt":0.20719738694020903,"score_spread":0.20142161709565498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052026302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908196,0.000036509784,0.007135518,0.000049915943,0.00011958984,0.00008927506,0.000035696605,0.000059304235,0.0016546092],"genre_scores_gemma":[0.99952185,0.00022422615,0.00014255446,0.0000058183527,0.000014961658,0.000009425517,0.000023032044,0.00001290076,0.000045233624],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992003,0.000006805151,0.00030725895,0.00010297535,0.0002796198,0.00010305512],"domain_scores_gemma":[0.99960196,0.00004162071,0.00006834197,0.00015215765,0.00010006155,0.00003586027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009825332,0.00009986331,0.00011545093,0.0001179028,0.000015073551,0.0000074700956,0.00012094867,0.00006325665,0.000054306107],"category_scores_gemma":[0.00008711577,0.00010231933,0.00003323514,0.00007146737,0.000044388347,0.000049878818,0.00002968155,0.00008342069,0.0000034215336],"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":[0.000009405848,0.000039395047,0.0018517964,0.000028742854,0.000016120752,6.944311e-7,0.000102772035,0.99020547,0.0016110494,0.0036830017,0.0000053262706,0.0024462547],"study_design_scores_gemma":[0.000497057,0.00019814077,0.09254943,0.00037864703,0.000037711925,0.000011197619,0.000080456826,0.8801715,0.024106529,0.0007776165,0.0009267505,0.00026501433],"about_ca_topic_score_codex":0.000023182565,"about_ca_topic_score_gemma":0.000005261001,"teacher_disagreement_score":0.11003399,"about_ca_system_score_codex":0.000043250704,"about_ca_system_score_gemma":0.000005559029,"threshold_uncertainty_score":0.41724613},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61695284,0.000041705935,0.010977432,0.003543752,0.0013798019,0.00024429648,0.000046384714,0.00010945274,0.36670437],"genre_scores_gemma":[0.99146533,0.00008549939,0.0039748023,0.0008185222,0.00022685682,0.00001105957,0.000032766136,0.000027084,0.0033581057],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982018,0.000023557957,0.0003447455,0.00035749923,0.0006730124,0.00039942187],"domain_scores_gemma":[0.9993983,0.00009423676,0.00012324424,0.000277437,0.000012757763,0.00009401327],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003954282,0.00020706953,0.00013781055,0.000043531676,0.00014978669,0.00004092384,0.00036891983,0.00009443483,0.0072550266],"category_scores_gemma":[0.00011531441,0.0001785377,0.00009664226,0.00010935115,0.0003131225,0.0002791734,0.00035784175,0.00015666903,0.002425368],"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":[0.0006683705,0.0032722577,0.46708784,0.000029389124,0.00055122026,0.00029017052,0.0152858775,0.0111307725,0.31217834,0.005497224,0.079766095,0.10424244],"study_design_scores_gemma":[0.0011809366,0.00021616521,0.14809664,0.000047799527,0.000084934756,0.0002030552,0.00050985324,0.0049483636,0.15039118,0.0059775156,0.6872847,0.0010588228],"about_ca_topic_score_codex":0.0003210091,"about_ca_topic_score_gemma":0.00024730872,"teacher_disagreement_score":0.6075186,"about_ca_system_score_codex":0.00032399138,"about_ca_system_score_gemma":0.0000048849824,"threshold_uncertainty_score":0.99835134},"labels":[],"label_agreement":null},{"id":"W2064214958","doi":"10.1680/gein.2007.14.2.119","title":"Large-scale interface shear testing of sandbag dyke materials","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Engineering; Interface (matter); Soil structure interaction; Shear (geology); Stiffness; Scale (ratio); Structural engineering; Geotechnical engineering; Geology; Geography; Cartography","score_opus":0.008835634352391484,"score_gpt":0.23240633357162677,"score_spread":0.22357069921923528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064214958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69893503,0.000083140905,0.28675097,0.00004228536,0.0015463466,0.00005656079,0.000077682605,0.00027401728,0.012233938],"genre_scores_gemma":[0.98789024,0.000009861456,0.0117743695,0.000010982794,0.00014160776,0.0000018599718,0.000010138807,0.000025413137,0.00013552746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991042,0.0000055217834,0.00032309562,0.00011851833,0.00021203361,0.00023660647],"domain_scores_gemma":[0.9995946,0.00009312615,0.000038119386,0.00015350597,0.0000695869,0.000051052615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028922473,0.00012421343,0.00014478333,0.00010485301,0.000024438172,0.000025231857,0.0002333519,0.00009494063,0.00026455935],"category_scores_gemma":[0.00012996752,0.00012426567,0.000041081814,0.00008699405,0.00003183726,0.000045488294,0.00005699434,0.00013811565,0.000015820206],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005010683,0.00010695902,0.00046013223,0.00017682031,0.00015840905,0.000014566425,0.00088352716,0.37065226,0.6044347,0.011104567,0.0007099664,0.011247956],"study_design_scores_gemma":[0.00067177083,0.00007935672,0.0071729743,0.0002445646,0.00003110272,0.000095959695,0.0003948129,0.09307149,0.8556118,0.0049851574,0.037076242,0.00056479184],"about_ca_topic_score_codex":0.000010004911,"about_ca_topic_score_gemma":0.000009299247,"teacher_disagreement_score":0.28895518,"about_ca_system_score_codex":0.000043797303,"about_ca_system_score_gemma":0.0000058246383,"threshold_uncertainty_score":0.5067407},"labels":[],"label_agreement":null},{"id":"W2067170014","doi":"10.1680/gein.9.0215","title":"Stress Concentrations Around Circular Holes in Perforated Drainage Pipes","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","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":"Perforation; Stress (linguistics); Finite element method; Stress concentration; Materials science; Geotechnical engineering; Cylinder stress; Structural engineering; Drainage; Mechanics; Composite material; Geology; Engineering; Physics","score_opus":0.010123773611811831,"score_gpt":0.1993464441493035,"score_spread":0.18922267053749167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067170014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.840165,0.0011319036,0.09000843,0.00091417506,0.0024074097,0.00026500452,0.0002046715,0.00095407804,0.063949324],"genre_scores_gemma":[0.99911726,0.00009986156,0.0003733117,0.000022587805,0.000094813666,0.000011592053,0.000032831835,0.000019642446,0.00022812646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992575,0.0000099056215,0.00019990411,0.0001382404,0.00019050881,0.00020393114],"domain_scores_gemma":[0.9997182,0.000036207708,0.000016884025,0.00014356065,0.000037349655,0.00004778458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048597485,0.00012932307,0.00010391949,0.00011697173,0.00003794217,0.000078023324,0.00021269676,0.00008926815,0.0003314232],"category_scores_gemma":[0.000053541786,0.00013820751,0.000043440086,0.00011543178,0.00005724879,0.00009036408,0.000019644367,0.00021995134,0.000033565684],"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":[0.0000018573089,0.000048369926,0.00045080244,0.000023086148,0.000036580557,0.000021598655,0.0002348038,0.97132945,0.0020230405,0.023057342,0.00025126594,0.0025218104],"study_design_scores_gemma":[0.0002771,0.000010309153,0.0024191958,0.00004863618,0.000007176854,0.000019014542,0.000125539,0.9808082,0.0013147315,0.0034951887,0.011245487,0.00022943971],"about_ca_topic_score_codex":0.000011925899,"about_ca_topic_score_gemma":0.00002561269,"teacher_disagreement_score":0.15895224,"about_ca_system_score_codex":0.00008617764,"about_ca_system_score_gemma":0.000004029542,"threshold_uncertainty_score":0.56359386},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9453438,0.00009597174,0.00002026772,0.0024268401,0.00015409682,0.00009805754,0.00016760417,0.000028953711,0.051664405],"genre_scores_gemma":[0.99747545,0.00021202088,0.000630271,0.0010469871,0.000041979834,0.0000024765707,0.000037911563,0.0000072857433,0.000545628],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991755,0.000016169637,0.00017915308,0.00019190804,0.00029335025,0.00014395702],"domain_scores_gemma":[0.99968684,0.000037036767,0.0000747021,0.00012776944,0.000010727225,0.000062924686],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000082297825,0.00012153602,0.00012401742,0.000035833946,0.00005606777,0.000018224164,0.00019151137,0.000037503854,0.0019188757],"category_scores_gemma":[0.00004350147,0.00009945523,0.00002956773,0.00006713123,0.00014565648,0.00013322267,0.00017091417,0.000107044805,0.000035811667],"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":[0.0006987949,0.001894493,0.28020996,0.00012030823,0.00056266657,0.00011004529,0.01658439,0.0074104457,0.61367804,0.0008293204,0.014220573,0.063680984],"study_design_scores_gemma":[0.0016653369,0.0003784148,0.9198005,0.000101368154,0.00006208812,0.00016941036,0.00051466224,0.00417162,0.055560306,0.002512084,0.01452204,0.0005421739],"about_ca_topic_score_codex":0.00008417717,"about_ca_topic_score_gemma":0.000026230173,"teacher_disagreement_score":0.63959056,"about_ca_system_score_codex":0.000043704338,"about_ca_system_score_gemma":0.000004392864,"threshold_uncertainty_score":0.9989935},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9806284,0.000008294788,0.004942598,0.0026108793,0.00021383294,0.00048351075,0.0002682446,0.000043725133,0.010800569],"genre_scores_gemma":[0.9945151,0.000005484503,0.0030939237,0.00075520837,0.000102163365,0.0000897647,0.00014252031,0.000024465195,0.0012713502],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988668,0.0000223899,0.00017976572,0.00025562439,0.0004405464,0.00023488399],"domain_scores_gemma":[0.99949414,0.000053379874,0.00007641158,0.00017516181,0.000024972625,0.00017593768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015733833,0.00015513466,0.00012496006,0.000046590547,0.000103787075,0.000047532318,0.00023473568,0.000045130502,0.00073382095],"category_scores_gemma":[0.000060588387,0.00012382425,0.000047802772,0.00007367056,0.00016522882,0.00018349962,0.00015412037,0.00006916246,0.00056467805],"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":[0.0013585953,0.0012910708,0.11399259,0.000019758407,0.00044248355,0.000032360233,0.010395453,0.512523,0.32323876,0.0003953912,0.02654905,0.009761453],"study_design_scores_gemma":[0.016985962,0.0042474116,0.44116005,0.0001911193,0.0003785787,0.0001462596,0.002128953,0.06548811,0.2062292,0.0020933694,0.2581276,0.0028233968],"about_ca_topic_score_codex":0.000042457807,"about_ca_topic_score_gemma":0.000033730135,"teacher_disagreement_score":0.44703493,"about_ca_system_score_codex":0.00025879944,"about_ca_system_score_gemma":0.000010667207,"threshold_uncertainty_score":0.8034825},"labels":[],"label_agreement":null},{"id":"W2075593213","doi":"10.1680/gein.15.00004","title":"Experimental study on the seismic behaviour of geosynthetic-reinforced pile-foundation system","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"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":"Geosynthetics; Pile; Geotechnical engineering; Foundation (evidence); Earthquake shaking table; Subgrade; Geology; Shear strength (soil); Engineering; Structural engineering; Soil water","score_opus":0.02362440344706554,"score_gpt":0.24173218310303532,"score_spread":0.21810777965596978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075593213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97720444,0.000014605198,0.013932171,0.00008477611,0.0011748127,0.00029223604,0.000017070206,0.00028623693,0.0069936416],"genre_scores_gemma":[0.99967384,0.0000012351804,0.000042120064,0.000009449403,0.0000661734,0.000053039337,0.000019650684,0.000028268249,0.000106202315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988837,0.000032753363,0.00032472285,0.00013651594,0.0004817423,0.00014056754],"domain_scores_gemma":[0.9994004,0.00006501426,0.000055678756,0.00029005512,0.00012912626,0.00005973369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033716948,0.00014681186,0.00013308325,0.00009697647,0.00003932699,0.000037730926,0.00030501993,0.00006161674,0.000049503462],"category_scores_gemma":[0.00010480303,0.00011913175,0.00005641883,0.000097441996,0.000038633065,0.000059707854,0.00004769918,0.00014395498,0.00007327656],"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":[0.000016340093,0.00013837784,0.00010288505,0.000008738253,0.000036321602,0.000001849088,0.0010383159,0.9862103,0.0010996375,0.010936946,0.00010646527,0.00030386157],"study_design_scores_gemma":[0.00043684721,0.00023330012,0.0005342161,0.0000553062,0.000020578975,0.000009966237,0.005319175,0.9778711,0.014586418,0.000041016538,0.0007195472,0.00017250642],"about_ca_topic_score_codex":0.000032242504,"about_ca_topic_score_gemma":0.0000015831108,"teacher_disagreement_score":0.022469413,"about_ca_system_score_codex":0.00020546924,"about_ca_system_score_gemma":0.000015994017,"threshold_uncertainty_score":0.48580518},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9112678,0.000011832767,0.0035971836,0.00042173313,0.00021130903,0.00007633885,0.000058231453,0.000009523034,0.08434602],"genre_scores_gemma":[0.98925096,0.000053439104,0.010468139,0.000051768184,0.000013324415,0.000002939635,0.0000069308444,0.000006375767,0.00014613873],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99906284,0.00001023972,0.00022752014,0.00013111203,0.00045729306,0.000111017995],"domain_scores_gemma":[0.9996451,0.000026509551,0.00014053904,0.00014400813,0.0000090872045,0.00003476933],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000111496134,0.00008072656,0.00011374788,0.00002776541,0.000025708705,0.000004089163,0.0002686164,0.000024809759,0.0012515711],"category_scores_gemma":[0.000024066314,0.0000701108,0.00005519096,0.000053266303,0.0003267713,0.00007759898,0.0003165887,0.000055929806,0.000039980976],"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":[0.000022972485,0.00073560065,0.44439608,0.000017921944,0.000101546255,0.0000064753567,0.0006076626,0.10377469,0.44368368,0.0037237864,0.00012288835,0.0028067036],"study_design_scores_gemma":[0.0008432938,0.00016031666,0.80872333,0.00007415775,0.000029497334,0.000015833893,0.00008704295,0.0016189801,0.18384117,0.003514554,0.0008920028,0.00019979622],"about_ca_topic_score_codex":0.00017075945,"about_ca_topic_score_gemma":0.000008092461,"teacher_disagreement_score":0.36432728,"about_ca_system_score_codex":0.00018174278,"about_ca_system_score_gemma":0.0000071756704,"threshold_uncertainty_score":0.99966145},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755058,0.000005873141,0.00023540117,0.00036860458,0.00040544872,0.000081039325,0.00006798472,0.000011817,0.023317995],"genre_scores_gemma":[0.9972762,0.000027818083,0.002124531,0.000062269995,0.0000370846,0.000005313684,0.0000069735484,0.0000090932945,0.0004507165],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990765,0.000014584993,0.00019563518,0.00022425174,0.00034804136,0.00014101207],"domain_scores_gemma":[0.99961215,0.000035902292,0.0000866864,0.00018303902,0.000009093506,0.00007310993],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017189265,0.000113506605,0.00011131462,0.000026226726,0.00006176636,0.000016350468,0.00023280956,0.000051683743,0.0032834504],"category_scores_gemma":[0.000108446766,0.00009356027,0.000046297217,0.00002979322,0.00066917954,0.00010334116,0.00043727137,0.0001562378,0.00007724427],"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":[0.000035438243,0.00039111043,0.63495415,0.000005112807,0.00002653075,0.000002735693,0.0011264872,0.00007574515,0.34644827,0.00087187643,0.00044916495,0.015613356],"study_design_scores_gemma":[0.0004379127,0.0000762649,0.95413345,0.000021989827,0.000017884471,0.000044929177,0.00008235121,0.0044433936,0.03487293,0.0039523635,0.0017400243,0.00017649772],"about_ca_topic_score_codex":0.0002325273,"about_ca_topic_score_gemma":0.00012376264,"teacher_disagreement_score":0.31917927,"about_ca_system_score_codex":0.00006552861,"about_ca_system_score_gemma":0.0000034032234,"threshold_uncertainty_score":0.9976277},"labels":[],"label_agreement":null},{"id":"W2079618577","doi":"10.1680/gein.14.00023","title":"Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Western University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Pile; Geosynthetics; Geology; Layer (electronics); STRIPS; Geogrid; Aggregate (composite); Finite element method; Materials science; Structural engineering; Engineering; Composite material; Reinforcement","score_opus":0.00795944718724858,"score_gpt":0.22537870984586725,"score_spread":0.21741926265861866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079618577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94764954,0.0000060815164,0.048805248,0.00001932827,0.0005703817,0.00014983983,0.000009061206,0.00022197806,0.0025685518],"genre_scores_gemma":[0.99969864,6.9900517e-7,0.00013180192,0.0000046801047,0.000054245098,0.000023804854,0.000018688866,0.000023609851,0.000043817075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916536,0.000022650149,0.00027323037,0.00014854572,0.00026650797,0.00012370925],"domain_scores_gemma":[0.99964684,0.00004838191,0.000039337046,0.00016494593,0.00004983362,0.000050682145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015182878,0.00013052,0.0001489883,0.00009560522,0.00003397678,0.0000311718,0.0001279603,0.000059856095,0.000042526182],"category_scores_gemma":[0.0000459077,0.0001304843,0.000037547994,0.00005157957,0.00002686658,0.000054765904,0.00003682563,0.00010009113,0.000018471841],"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":[0.00004729771,0.0002897912,0.002172621,0.000062539686,0.000073916126,0.0000027590384,0.001088824,0.9437552,0.01725184,0.031142434,0.000026719112,0.0040860367],"study_design_scores_gemma":[0.00044513345,0.00025359163,0.007643889,0.000048815473,0.00001524087,0.000008793691,0.0002642984,0.9811593,0.009645697,0.00002273497,0.000329758,0.00016269986],"about_ca_topic_score_codex":0.000018428695,"about_ca_topic_score_gemma":3.95989e-7,"teacher_disagreement_score":0.052049126,"about_ca_system_score_codex":0.00007238678,"about_ca_system_score_gemma":0.0000033054646,"threshold_uncertainty_score":0.53209955},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933093,0.0000013487695,0.0014061703,0.00095762796,0.00038724745,0.00019951959,0.000011146282,0.000014197809,0.0037134034],"genre_scores_gemma":[0.98827296,0.0000038878225,0.01144144,0.00004029952,0.000022205608,0.000025008094,0.0000065531667,0.0000080312975,0.00017961019],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868906,0.000016342261,0.00029810786,0.00014754501,0.0007214349,0.00012750864],"domain_scores_gemma":[0.9996462,0.000009237117,0.00009675433,0.00018342148,0.000032389984,0.000032007407],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00063740084,0.00008979768,0.00008728539,0.00003677324,0.000080244325,0.000009166725,0.00027468835,0.000039711766,0.0011312651],"category_scores_gemma":[0.000050281058,0.000049054775,0.000044775774,0.000038599694,0.00014768382,0.00006799117,0.0003100618,0.000092557755,0.00008595429],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001569436,0.00011335919,0.016329944,0.0000025700667,0.000019096802,2.4035648e-7,0.0011313028,0.000041369407,0.9721813,0.00006185692,0.00016508411,0.0099381395],"study_design_scores_gemma":[0.000057573372,0.000024393037,0.1133302,0.000012869673,0.000010949643,0.000003774983,0.00006726024,0.000032681663,0.8756338,0.0001263159,0.010629567,0.00007064635],"about_ca_topic_score_codex":0.00010063095,"about_ca_topic_score_gemma":0.00013606403,"teacher_disagreement_score":0.097000256,"about_ca_system_score_codex":0.00012188492,"about_ca_system_score_gemma":0.000005044034,"threshold_uncertainty_score":0.99978185},"labels":[],"label_agreement":null},{"id":"W2091925799","doi":"10.1680/gein.2010.17.4.193","title":"An analytical method to predict the pullout response of geotextiles","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"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":"Geotextile; Geotechnical engineering; Geosynthetics; Displacement (psychology); Nonlinear system; Materials science; Structural engineering; Engineering; Physics","score_opus":0.008133669933490672,"score_gpt":0.27439590638436256,"score_spread":0.2662622364508719,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091925799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7150054,0.0000053331974,0.28190845,0.00066291064,0.0007192774,0.000098739576,0.000056079673,0.00019752556,0.0013462888],"genre_scores_gemma":[0.9945296,0.00000234168,0.005217557,0.000026424901,0.00009617642,0.000011957393,0.000009114787,0.00001935774,0.000087436376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923986,0.000036745707,0.00021277496,0.000120733996,0.00025730685,0.00013255946],"domain_scores_gemma":[0.999288,0.00020153986,0.00001803195,0.0003070415,0.000104006744,0.000081348655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070906535,0.000092116934,0.00009497559,0.00009740146,0.000026792512,0.00002731644,0.0003928495,0.000085393825,0.00017492226],"category_scores_gemma":[0.00045217382,0.00007315241,0.000050721857,0.00011772268,0.00004141605,0.000043809712,0.000036197514,0.00022917132,0.00001755947],"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":[0.000037704478,0.000034116572,0.000076780394,0.00000508344,0.000020352869,8.7592326e-7,0.00018171992,0.93980557,0.041204292,0.009204057,0.000145196,0.009284241],"study_design_scores_gemma":[0.00006946468,0.000036694077,0.005954814,0.00000817456,0.000010418812,0.0000091699085,0.000029934936,0.9691805,0.0042689526,0.00044318748,0.019900287,0.000088407265],"about_ca_topic_score_codex":0.000010795943,"about_ca_topic_score_gemma":0.000011978911,"teacher_disagreement_score":0.27952424,"about_ca_system_score_codex":0.00001940723,"about_ca_system_score_gemma":0.000013352636,"threshold_uncertainty_score":0.29830688},"labels":[],"label_agreement":null},{"id":"W2092660459","doi":"10.1680/gein.2012.19.1.1","title":"Choice of allowable long-term strains for reinforced embankments on a rate-sensitive foundation","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"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":"Geosynthetics; Geotechnical engineering; Levee; Reinforcement; Settlement (finance); Foundation (evidence); Finite element method; Term (time); Viscoelasticity; Structural engineering; Engineering; Geology; Materials science; Computer science; Geography; Composite material","score_opus":0.02233661734351165,"score_gpt":0.26925527339562394,"score_spread":0.2469186560521123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092660459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72709507,0.000011157634,0.26685938,0.0000708632,0.0014009414,0.00027616927,0.00006414825,0.00017448673,0.004047783],"genre_scores_gemma":[0.99879444,0.000014339822,0.00047479285,0.000019813586,0.00013766869,0.000026255108,0.00017560589,0.000023336263,0.00033377367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993475,0.000007933244,0.00020983761,0.00008790011,0.00016391328,0.00018293485],"domain_scores_gemma":[0.99959356,0.000086751395,0.00004288252,0.00011846574,0.00010873043,0.00004959031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016636762,0.00010592419,0.00010137141,0.000084777574,0.000026129774,0.0000161992,0.000102385195,0.00007263432,0.000055012275],"category_scores_gemma":[0.00022081219,0.000112646354,0.000057915608,0.00005494216,0.000017100576,0.00011548457,0.000015417465,0.0000737826,0.000019120822],"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":[0.000023740964,0.000067364854,0.00042191747,0.00009238854,0.00007502764,2.8903057e-7,0.00022770763,0.9639533,0.015676245,0.014256289,0.0001006517,0.005105079],"study_design_scores_gemma":[0.0010976039,0.00013621124,0.041770007,0.00017843033,0.000048654565,0.0000037123173,0.000053399715,0.89239705,0.060346454,0.00022561227,0.003326466,0.0004163846],"about_ca_topic_score_codex":0.000004793593,"about_ca_topic_score_gemma":0.0000040268633,"teacher_disagreement_score":0.27169934,"about_ca_system_score_codex":0.000093393624,"about_ca_system_score_gemma":0.0000072257294,"threshold_uncertainty_score":0.4593585},"labels":[],"label_agreement":null},{"id":"W2093440521","doi":"10.1680/gein.2005.12.3.145","title":"Hydraulic behaviour of soil–geocomposite layers in slopes","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Soil and Unsaturated Flow","field":"Engineering","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; SNC-Lavalin (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Infiltration (HVAC); Geotextile; Geotechnical engineering; Geology; Drainage; Pore water pressure; Soil water; Soil science; Materials science; Composite material","score_opus":0.0067461851600827865,"score_gpt":0.21323252661831107,"score_spread":0.20648634145822828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093440521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9691721,0.00012584915,0.00044612866,0.00039711906,0.0005058226,0.000047495752,0.000028478553,0.00007811083,0.0291989],"genre_scores_gemma":[0.9982497,0.00006704567,0.0012496448,0.00004314485,0.00011741584,0.0000065047348,0.000019448958,0.00001595113,0.00023113254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993717,0.0000075221815,0.00021838672,0.0000951136,0.00017005435,0.00013719898],"domain_scores_gemma":[0.9997793,0.00002241146,0.000024931045,0.00010300098,0.00004000888,0.000030342973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000064505904,0.00009306262,0.00009919629,0.00015308811,0.000010336971,0.000014341668,0.00019381763,0.000063778025,0.00018942567],"category_scores_gemma":[0.000010646299,0.0000971856,0.000045754638,0.000082460945,0.000024353403,0.00008384617,0.000024870336,0.00013915468,0.000060808852],"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":[0.000041434076,0.0002839747,0.04272079,0.000028889986,0.00011295671,0.00002480351,0.0013260536,0.8340524,0.01642406,0.0035421248,0.0023175867,0.09912494],"study_design_scores_gemma":[0.0014608355,0.000044708588,0.079206556,0.00019467657,0.000033434168,0.00005140165,0.00018914815,0.67721146,0.15435745,0.0006454952,0.085959345,0.00064551167],"about_ca_topic_score_codex":0.000046171666,"about_ca_topic_score_gemma":0.00018889476,"teacher_disagreement_score":0.15684095,"about_ca_system_score_codex":0.000059940958,"about_ca_system_score_gemma":0.000007924874,"threshold_uncertainty_score":0.39631137},"labels":[],"label_agreement":null},{"id":"W2094176960","doi":"10.1680/gein.2009.16.1.43","title":"Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":146,"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":"Reinforcement; Geogrid; Stiffness; Geotextile; Materials science; Structural engineering; Geosynthetics; Geotechnical engineering; Compaction; Composite material; Engineering","score_opus":0.008648140184134607,"score_gpt":0.20051341296355446,"score_spread":0.19186527277941987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094176960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963927,0.00000947323,0.001700541,0.00020139017,0.000105976025,0.000091514776,0.000007762209,0.000056528654,0.0014341067],"genre_scores_gemma":[0.999739,0.00010730449,0.00003715749,0.000024727118,0.000016580472,0.000004441764,0.0000052831865,0.000008037382,0.00005749091],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992373,0.0000074631375,0.000282405,0.00008254814,0.00027821682,0.00011205825],"domain_scores_gemma":[0.999532,0.000081984836,0.00006641322,0.00017819359,0.00011207293,0.000029374547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014827943,0.00010668635,0.00011941287,0.0000799566,0.000029744968,0.000011258075,0.00017126396,0.000053765638,0.000024422487],"category_scores_gemma":[0.00009922774,0.00008512608,0.00003396023,0.00007800133,0.000053548072,0.000068116075,0.000018523622,0.00011552679,0.0000034362672],"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":[0.000017134622,0.000008963687,0.000017484675,0.000025269223,0.000012976862,1.3381528e-7,0.000087568114,0.97630715,0.012423375,0.008424359,0.000010041602,0.00266554],"study_design_scores_gemma":[0.00015301083,0.000077013,0.012401195,0.00012868365,0.000008454956,0.0000041203016,0.000016686972,0.9609885,0.02572737,0.00013230072,0.00027053908,0.00009208576],"about_ca_topic_score_codex":0.000009270397,"about_ca_topic_score_gemma":9.4789226e-7,"teacher_disagreement_score":0.0153186135,"about_ca_system_score_codex":0.000035062076,"about_ca_system_score_gemma":0.000007464523,"threshold_uncertainty_score":0.34713408},"labels":[],"label_agreement":null},{"id":"W2099397480","doi":"10.1680/gein.2003.10.6.200","title":"Design and behaviour of geosynthetic-reinforced soil walls constructed on yielding foundations","year":2003,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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","keywords":"Geotechnical engineering; Viscoplasticity; Geosynthetics; Reinforcement; Foundation (evidence); Shear strength (soil); Geology; Retaining wall; Shear (geology); Soil water; Slope stability; Materials science; Structural engineering; Engineering; Finite element method; Composite material; Constitutive equation; Soil science; Petrology","score_opus":0.013175911326857017,"score_gpt":0.21711445806076576,"score_spread":0.20393854673390874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099397480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5348207,0.0000362787,0.45418513,0.00007513423,0.0008227478,0.0002003782,0.000026291278,0.00027694096,0.009556422],"genre_scores_gemma":[0.9963415,0.000059211314,0.0034343465,0.000009875689,0.000014132053,0.000012861983,0.000012633009,0.000022733648,0.000092657894],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922377,0.000021648953,0.00026816648,0.00013137632,0.00020547381,0.00014955027],"domain_scores_gemma":[0.9994848,0.00016908985,0.000040675077,0.00015552469,0.000094969735,0.000054961223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018331732,0.00013012814,0.00012757101,0.00013680503,0.00004361232,0.000030487716,0.00011388135,0.000094654926,0.00019818085],"category_scores_gemma":[0.00030609433,0.00013869908,0.00003897714,0.000088667104,0.00006338568,0.00005694717,0.00001586587,0.00013328847,0.000009709982],"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":[0.0000043511404,0.000014148077,0.000046759822,0.000012005616,0.000023852508,8.397941e-7,0.00008190525,0.9485053,0.004397164,0.04518673,0.00002218973,0.0017047739],"study_design_scores_gemma":[0.000373668,0.000055402805,0.00034342354,0.000087136235,0.000027547447,0.000028063701,0.000073462405,0.96182925,0.034168176,0.0015665554,0.0011968571,0.00025046922],"about_ca_topic_score_codex":0.0000061368205,"about_ca_topic_score_gemma":0.0000013751137,"teacher_disagreement_score":0.46152088,"about_ca_system_score_codex":0.000045000546,"about_ca_system_score_gemma":0.00001606122,"threshold_uncertainty_score":0.5655984},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98700434,0.0000054427583,0.00012844679,0.00045360767,0.00022775523,0.00013010923,0.000013020396,0.000034728604,0.012002567],"genre_scores_gemma":[0.9989021,0.00004288068,0.0003839022,0.00033406657,0.000075968666,0.000020692087,0.00006949498,0.000015773508,0.00015516243],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.998838,0.000041552586,0.0001722841,0.000283193,0.00045190987,0.00021303813],"domain_scores_gemma":[0.999655,0.000052600957,0.00005414498,0.0001602258,0.000003862551,0.00007415252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000975209,0.000142895,0.00011572316,0.000051459454,0.00009046753,0.000013592428,0.00021904864,0.00006141306,0.00082474673],"category_scores_gemma":[0.000027468192,0.00013347011,0.000041129893,0.00006269686,0.00017838867,0.00018440849,0.0001512684,0.00014299862,0.00072651193],"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":[0.0002274524,0.0010998353,0.2604929,0.000009508661,0.000026274029,0.00015907877,0.0016730112,0.006006681,0.7218004,0.00024161921,0.00047408775,0.007789167],"study_design_scores_gemma":[0.0012878814,0.00021743469,0.6539286,0.00005661254,0.0000111497575,0.00015105726,0.0000335239,0.005690517,0.33660743,0.0006974072,0.0009169106,0.00040148306],"about_ca_topic_score_codex":0.00009674188,"about_ca_topic_score_gemma":0.000026884625,"teacher_disagreement_score":0.3934357,"about_ca_system_score_codex":0.00044916972,"about_ca_system_score_gemma":0.0000023016203,"threshold_uncertainty_score":0.9338084},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940402,0.000029348195,0.0004435378,0.0013510485,0.00020681843,0.0001689021,0.00064106256,0.0000151091635,0.003103972],"genre_scores_gemma":[0.9972937,0.000100756595,0.0010994951,0.00019027069,0.000031937572,0.000009490266,0.00050159416,0.000014114075,0.00075860944],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99859726,0.000040886236,0.00032250278,0.0002547694,0.0006099421,0.000174652],"domain_scores_gemma":[0.9994769,0.00005969448,0.00016331766,0.00019576438,0.000019309875,0.0000849776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013505791,0.0001477171,0.00015975093,0.000044500845,0.000038696457,0.000026212962,0.00029655217,0.00008343749,0.0007431961],"category_scores_gemma":[0.000117251126,0.00013739473,0.000050176368,0.000113967275,0.00019869806,0.00027589803,0.00027817642,0.000121843594,0.0001814122],"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":[0.00006630584,0.0004009952,0.75561386,0.0000029880246,0.00003415262,0.000002847122,0.0021737427,0.017162286,0.21789727,0.00003411002,0.0061960947,0.00041533855],"study_design_scores_gemma":[0.0013570901,0.00009919844,0.9459461,0.00006163128,0.000026920135,0.0000033406666,0.0003582501,0.016687015,0.023841484,0.0013692887,0.0099688945,0.0002808142],"about_ca_topic_score_codex":0.0039517614,"about_ca_topic_score_gemma":0.0026439866,"teacher_disagreement_score":0.19405578,"about_ca_system_score_codex":0.00040083798,"about_ca_system_score_gemma":0.000014246888,"threshold_uncertainty_score":0.81374764},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98626864,0.00028681458,0.0002103712,0.0005678793,0.00009570128,0.00008632664,0.0001648904,0.000020328122,0.012299033],"genre_scores_gemma":[0.99796987,0.00052915706,0.00094522,0.00022067572,0.000037834983,0.0000018061904,0.00003495001,0.0000099903245,0.00025050936],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990813,0.000012277575,0.00021005984,0.000242846,0.00030225047,0.00015127724],"domain_scores_gemma":[0.99966574,0.00006472848,0.000084218314,0.00012590922,0.000004842224,0.00005457711],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000054916483,0.00014765527,0.00017292208,0.000020372327,0.000079539066,0.000016759817,0.00015244655,0.00004677087,0.0023148675],"category_scores_gemma":[0.000019228082,0.00012822436,0.000032165153,0.00003931373,0.00029319196,0.00018091267,0.000090302055,0.000072368755,0.000017286011],"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":[0.00022226258,0.0009811426,0.37011778,0.000012985959,0.00023413834,0.000045824778,0.0064617386,0.00043361948,0.5896219,0.00036417771,0.0010915445,0.030412858],"study_design_scores_gemma":[0.0015680946,0.0003466774,0.8994939,0.000059563437,0.00011182055,0.00011175355,0.00032659166,0.0022475305,0.063327186,0.019623455,0.012263055,0.000520397],"about_ca_topic_score_codex":0.00047207487,"about_ca_topic_score_gemma":0.00006337892,"teacher_disagreement_score":0.5293761,"about_ca_system_score_codex":0.000054598713,"about_ca_system_score_gemma":0.000003745629,"threshold_uncertainty_score":0.99859715},"labels":[],"label_agreement":null},{"id":"W2123797123","doi":"10.1680/gein.8.0195","title":"Measurement of Geotextile-Water Characteristic Curves Using a Controlled Outflow Capillary Pressure Cell","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"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 Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Geotextile; Outflow; Geotechnical engineering; Drainage; Capillary action; Geosynthetics; Materials science; Geology; Composite material","score_opus":0.012536565881856837,"score_gpt":0.20055049191579796,"score_spread":0.18801392603394113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123797123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84299153,0.0046224333,0.14011425,0.0004293966,0.0029698075,0.0007804372,0.00009746285,0.00058994425,0.0074047064],"genre_scores_gemma":[0.9990587,0.0004881813,0.00016189863,0.000018934761,0.00008184875,0.000016779337,0.000023743394,0.000028816145,0.00012109401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998806,0.000020162057,0.00036641676,0.0001376247,0.00046682524,0.00020299242],"domain_scores_gemma":[0.9994456,0.000024066756,0.00004617053,0.00018459416,0.00024744624,0.000052131447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002737562,0.00015501615,0.00025023977,0.0000948531,0.000026683665,0.000018406325,0.00019164033,0.000083063795,0.0002235802],"category_scores_gemma":[0.000121704805,0.0001331489,0.000099458965,0.00005245613,0.000026546057,0.00006044337,0.00003697245,0.00012545237,0.0000145670565],"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":[0.00004079306,0.00009028174,0.00012533141,0.00028364683,0.00009822463,0.00000473518,0.00009265395,0.89044356,0.10813644,0.00010488263,0.000077186036,0.0005022508],"study_design_scores_gemma":[0.00094860827,0.000021421109,0.0003901678,0.0002861673,0.00009323,0.000018263048,0.00001153344,0.9714962,0.018376146,0.00008566448,0.0080587445,0.0002138385],"about_ca_topic_score_codex":0.000016376043,"about_ca_topic_score_gemma":0.0000037893765,"teacher_disagreement_score":0.15606715,"about_ca_system_score_codex":0.000063429114,"about_ca_system_score_gemma":0.000015659565,"threshold_uncertainty_score":0.5429655},"labels":[],"label_agreement":null},{"id":"W2130074592","doi":"10.1680/gein.2009.16.5.393","title":"Effect of polypropylene tape fibre reinforcement on swelling behaviour of an expansive soil","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"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":"Indian Institute of Technology Bombay","keywords":"Expansive clay; Geosynthetics; Swell; Geotechnical engineering; Materials science; Digital image analysis; Displacement (psychology); Composite material; Reinforcement; Swelling; Geology; Soil water; Soil science","score_opus":0.004115603141471564,"score_gpt":0.224555230846041,"score_spread":0.22043962770456946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130074592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9799391,0.000027136373,0.017994806,0.00004413169,0.0003057051,0.00010147737,0.000020493217,0.0001100137,0.0014571276],"genre_scores_gemma":[0.99954045,0.000027974827,0.00028431637,0.000008096647,0.000045540797,0.0000048100037,0.0000420951,0.0000142896315,0.0000324246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921685,0.000013945572,0.00027017912,0.00010673241,0.0002753916,0.00011687012],"domain_scores_gemma":[0.99960357,0.000047452042,0.000050419574,0.00018026339,0.00007628493,0.000041983592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015106518,0.00011862244,0.00015002055,0.00010728009,0.0000140005595,0.000007670305,0.00016641308,0.00007625177,0.000044803422],"category_scores_gemma":[0.000065563865,0.000113684604,0.00006538989,0.00006580457,0.000019095045,0.000050604292,0.000011756731,0.00010783944,0.000003859152],"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":[0.000031055733,0.000034546778,0.000019856483,0.00002987238,0.000012412716,0.0000011090241,0.0000856897,0.9659309,0.0144882975,0.0009328992,0.000007445327,0.018425953],"study_design_scores_gemma":[0.0002938352,0.0007884855,0.0005523653,0.00011434049,0.00001779392,0.0000026280456,0.000013637169,0.607482,0.3903712,0.00013887433,0.00010675174,0.00011806756],"about_ca_topic_score_codex":0.000009599801,"about_ca_topic_score_gemma":0.0000011682615,"teacher_disagreement_score":0.3758829,"about_ca_system_score_codex":0.000041476655,"about_ca_system_score_gemma":0.0000059345116,"threshold_uncertainty_score":0.46359235},"labels":[],"label_agreement":null},{"id":"W2130075169","doi":"10.1680/gein.9.0228","title":"Observed Long-Term Performance of Geosynthetic Walls and Implications for Design","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":76,"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","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Department of Transportation","keywords":"Creep; Reinforcement; Geosynthetics; Geotechnical engineering; Stress relaxation; Structural engineering; Deformation (meteorology); Term (time); Stress (linguistics); Mechanically stabilized earth; Relaxation (psychology); Scale (ratio); Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.044875285801582204,"score_gpt":0.22683159746829432,"score_spread":0.1819563116667121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130075169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7196305,0.000288616,0.27823478,0.00030056242,0.00031602828,0.00026918406,0.000065060995,0.00020236643,0.0006929003],"genre_scores_gemma":[0.99611425,0.00052311976,0.003108616,0.000007230301,0.000031267336,0.00005403787,0.000016148582,0.000022907912,0.0001224016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942833,0.0000061385103,0.00021922658,0.00011992759,0.00008939461,0.00013696864],"domain_scores_gemma":[0.9995684,0.00010852146,0.000031093463,0.00015687435,0.00009258976,0.000042523254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010158046,0.000101071295,0.00010825029,0.00007103085,0.000034208828,0.000017485676,0.00015856416,0.000067543406,0.00006503841],"category_scores_gemma":[0.00007865971,0.00010659573,0.00004054803,0.000060211285,0.000040133422,0.00006281395,0.000021857357,0.00006289955,0.000006729799],"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":[0.000014031952,0.00013158498,0.0037230973,0.00025612485,0.0000821755,3.1462054e-7,0.000208772,0.88146,0.013015497,0.004670901,0.00024725494,0.09619024],"study_design_scores_gemma":[0.00022322046,0.00005532624,0.03129125,0.00005327682,0.000019153827,0.000010074302,0.0000024677302,0.96386606,0.0033372259,0.00035311162,0.0006413995,0.0001474305],"about_ca_topic_score_codex":6.1016976e-7,"about_ca_topic_score_gemma":0.0000011547262,"teacher_disagreement_score":0.27648377,"about_ca_system_score_codex":0.000030674968,"about_ca_system_score_gemma":0.0000029077469,"threshold_uncertainty_score":0.43468478},"labels":[],"label_agreement":null},{"id":"W2140136070","doi":"10.1680/gein.2004.11.5.377","title":"Numerical study of infiltration into a soil–geotextile column","year":2004,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":40,"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":"Geotextile; Infiltration (HVAC); Geotechnical engineering; Geosynthetics; Hydraulic conductivity; Homogeneous; Porous medium; Geology; Clogging; Finite element method; Porosity; Soil science; Soil water; Materials science; Engineering; Mathematics; Structural engineering; Composite material","score_opus":0.007499171038908543,"score_gpt":0.2230946355443904,"score_spread":0.21559546450548187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140136070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9865937,0.000024852938,0.0052457107,0.00012275873,0.0009269838,0.000114507915,0.00000901896,0.0001288372,0.006833621],"genre_scores_gemma":[0.9992285,0.000008812176,0.0005295225,0.00001814117,0.00011493117,0.000016304995,0.00001755959,0.00001680422,0.000049463608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992546,0.000009640513,0.000238803,0.000115443676,0.00027117447,0.00011034169],"domain_scores_gemma":[0.99967045,0.000021354634,0.000034956644,0.00013743281,0.00009709077,0.000038723058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057667592,0.00009827068,0.00010893726,0.000091649694,0.000030163368,0.000026055424,0.00018476478,0.000058426514,0.00013416972],"category_scores_gemma":[0.000037538583,0.000102727405,0.00003832516,0.00011969972,0.00002387115,0.00008623911,0.000020610747,0.00013027214,0.00005245128],"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":[0.00002521201,0.0005705261,0.0011969402,0.000015370535,0.00012230604,0.000010593665,0.0034512472,0.9792629,0.0040151817,0.002789696,0.00025000924,0.008290025],"study_design_scores_gemma":[0.007819615,0.0013958671,0.036113985,0.00023485125,0.00014520824,0.000111398746,0.004812559,0.80299157,0.10234849,0.028499488,0.014024453,0.0015025268],"about_ca_topic_score_codex":0.00019556718,"about_ca_topic_score_gemma":0.00012770055,"teacher_disagreement_score":0.17627133,"about_ca_system_score_codex":0.00008001556,"about_ca_system_score_gemma":0.000025663681,"threshold_uncertainty_score":0.4189102},"labels":[],"label_agreement":null},{"id":"W2143166604","doi":"10.1680/gein.2005.12.1.50","title":"Geosynthetic-reinforced embankments over soft foundations","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":125,"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; Geosynthetics; Levee; Consolidation (business); Reinforcement; Geogrid; Foundation (evidence); Geology; Creep; Soil stabilization; Engineering; Soil water; Structural engineering; Materials science; Soil science; Geography","score_opus":0.007109425341358833,"score_gpt":0.2246430134264169,"score_spread":0.21753358808505807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143166604","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.374916,0.00014745006,0.5069543,0.0017120655,0.0044363025,0.0004699583,0.00015975296,0.0028747134,0.10832947],"genre_scores_gemma":[0.9967728,0.000044186447,0.0012811482,0.00007339005,0.00025012635,0.000027954538,0.000077345154,0.00003936481,0.0014336637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989765,0.0000069923935,0.0002911281,0.0001605532,0.0003223237,0.00024249007],"domain_scores_gemma":[0.99952674,0.00004551583,0.000028770111,0.00023955796,0.00007735363,0.00008206953],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010699356,0.00016287153,0.000110515735,0.0001310635,0.00006436827,0.00007377321,0.00027668677,0.00010244951,0.0013598514],"category_scores_gemma":[0.00010825033,0.00017712956,0.00008151067,0.0001038033,0.000037227954,0.0001792647,0.000047432124,0.00016525672,0.00038782827],"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":[0.0000026464108,0.000019790481,0.000026677917,0.0000072904054,0.0000315725,6.728589e-7,0.000079324374,0.97225696,0.0012372112,0.009709212,0.00067200215,0.015956635],"study_design_scores_gemma":[0.00019547911,0.0000076268834,0.00041847647,0.000016631786,0.00001008157,0.000006791988,0.000009688607,0.814218,0.00093513954,0.0003084963,0.18369234,0.00018126401],"about_ca_topic_score_codex":0.0000063826433,"about_ca_topic_score_gemma":0.000011697035,"teacher_disagreement_score":0.6218568,"about_ca_system_score_codex":0.00015617574,"about_ca_system_score_gemma":0.000012035587,"threshold_uncertainty_score":0.999553},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7855054,0.000009207586,0.0009609514,0.00026468764,0.00033703976,0.0000884286,0.000017191096,0.000052701314,0.2127644],"genre_scores_gemma":[0.9970158,0.00001738,0.0012142791,0.00036836337,0.000048404458,0.000004510197,0.00001890929,0.000017875927,0.0012945015],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99899787,0.000025962241,0.00018042681,0.00022672984,0.00036611105,0.0002029049],"domain_scores_gemma":[0.9996499,0.000025278687,0.00007545651,0.00018087114,0.000006259583,0.00006227735],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00010304018,0.00013674666,0.000084386185,0.000029126684,0.00010943178,0.00002311333,0.00028263242,0.00005510751,0.016838744],"category_scores_gemma":[0.000023357346,0.00011545165,0.000051752057,0.000049718088,0.00021046145,0.00022458729,0.00029719065,0.00008821699,0.0019920752],"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":[0.00035894717,0.0019088064,0.6488542,0.000007593385,0.00046782836,0.00006875239,0.010726442,0.120931946,0.17454174,0.0029189615,0.0045239725,0.034690794],"study_design_scores_gemma":[0.00084544247,0.00011392978,0.90726334,0.000016281367,0.000045789664,0.00002569722,0.00029131802,0.023206396,0.056097373,0.0060657077,0.005477177,0.00055157533],"about_ca_topic_score_codex":0.0002708262,"about_ca_topic_score_gemma":0.000031450916,"teacher_disagreement_score":0.25840908,"about_ca_system_score_codex":0.0001648898,"about_ca_system_score_gemma":0.0000029542123,"threshold_uncertainty_score":0.998785},"labels":[],"label_agreement":null},{"id":"W2150634300","doi":"10.1680/gein.2008.15.2.72","title":"Compaction effects on strains within profiled thermoplastic pipes","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","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":"High-density polyethylene; Geotechnical engineering; Compaction; Materials science; Bending; Thermoplastic; Geosynthetics; Polyethylene; Geogrid; Composite material; Geology; Reinforcement","score_opus":0.008996343575014174,"score_gpt":0.2025626564581582,"score_spread":0.19356631288314405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150634300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9421406,0.000031322896,0.036945295,0.00013839148,0.0029345755,0.0001332438,0.00002491377,0.00074781134,0.01690386],"genre_scores_gemma":[0.9986832,0.00001708088,0.0007467476,0.000034020126,0.0002073104,0.000012517943,0.000017481996,0.000026250773,0.0002553511],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993033,0.000010300397,0.00015034051,0.00012774263,0.00025220145,0.00015614019],"domain_scores_gemma":[0.99968,0.00008266872,0.000022327278,0.00012931516,0.000029653207,0.00005605805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000042326064,0.00014661321,0.00010920879,0.00009756115,0.000062084684,0.000021644511,0.00015514415,0.00008084672,0.00008496786],"category_scores_gemma":[0.00008152682,0.00013304045,0.00005331407,0.00005614004,0.000034256005,0.000043352396,0.000012542291,0.0002415778,0.000057761597],"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":[0.000017984288,0.00004275489,0.000087045046,0.000039545223,0.00009400926,0.000031094318,0.00023393267,0.96871346,0.013182066,0.01315329,0.0007855355,0.0036192636],"study_design_scores_gemma":[0.0010595261,0.00022805814,0.04084391,0.00020132631,0.000032547887,0.00032654597,0.00004596285,0.88749343,0.056293763,0.0056877625,0.0070413304,0.00074586004],"about_ca_topic_score_codex":0.0000035739724,"about_ca_topic_score_gemma":0.0000031295833,"teacher_disagreement_score":0.081220075,"about_ca_system_score_codex":0.00007256118,"about_ca_system_score_gemma":0.000009449624,"threshold_uncertainty_score":0.5425232},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97560656,0.000012199349,0.00012797503,0.00061825826,0.00012176947,0.00011025206,0.00003338165,0.000014808746,0.02335477],"genre_scores_gemma":[0.998819,0.000044310043,0.00040472203,0.00023875097,0.000034173972,0.000013866442,0.000010178607,0.000014725163,0.00042026246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9985904,0.000027526028,0.00031721697,0.00026395047,0.0005762448,0.00022464446],"domain_scores_gemma":[0.9995593,0.00009524999,0.000115188705,0.0001684082,0.000009148828,0.000052708663],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013142354,0.00015527001,0.00014521484,0.000090476104,0.000036028883,0.00001121162,0.0002748208,0.000060946368,0.0022405165],"category_scores_gemma":[0.00016034767,0.00013616672,0.000054732947,0.00009349237,0.00022771426,0.0001719316,0.00021552994,0.00012647428,0.0006510158],"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":[0.00013032042,0.000386556,0.037289318,0.00000684772,0.00003272969,0.000017582848,0.00034953433,0.86085993,0.09795778,0.0006029067,0.00023408238,0.0021324405],"study_design_scores_gemma":[0.0022098313,0.00027823754,0.6924326,0.00022235942,0.00004841143,0.000037598507,0.000064681386,0.028298981,0.2616909,0.0016966148,0.012350084,0.00066973176],"about_ca_topic_score_codex":0.000073831136,"about_ca_topic_score_gemma":0.000040823434,"teacher_disagreement_score":0.8325609,"about_ca_system_score_codex":0.0002452506,"about_ca_system_score_gemma":0.0000041225703,"threshold_uncertainty_score":0.9986716},"labels":[],"label_agreement":null},{"id":"W2165771038","doi":"10.1680/gein.8.0187","title":"Long-Term Variations of Force and Strain in a Steep Geogrid-Reinforced Soil Slope","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"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":"Geogrid; Geosynthetics; Geotechnical engineering; Creep; Reinforcement; Nonlinear system; Strain (injury); Geology; Deformation (meteorology); Materials science; Composite material; Physics","score_opus":0.007278111897763116,"score_gpt":0.21244279268784477,"score_spread":0.20516468079008165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165771038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8660382,0.000060576847,0.12815432,0.00014441748,0.0003192392,0.0001145976,0.00005185748,0.00013504147,0.004981768],"genre_scores_gemma":[0.99902064,0.000179769,0.00030521094,0.000009784267,0.000033457272,0.000011726844,0.000046020217,0.000015413709,0.0003779684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999327,0.00000710051,0.00026303058,0.000104027575,0.0001607276,0.00013813084],"domain_scores_gemma":[0.9997115,0.00005020648,0.000028670542,0.00011605762,0.000054013097,0.00003956071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012405311,0.00009619592,0.00010906994,0.00014753452,0.00001577754,0.000020196458,0.00012584543,0.00007807384,0.00010809018],"category_scores_gemma":[0.00008530416,0.000106305764,0.000030413436,0.00012285943,0.000028581759,0.00008078926,0.000033495602,0.000111295274,0.000004154308],"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":[0.000006958236,0.000018187562,0.0024773323,0.00002993871,0.000019344674,0.0000036893798,0.00015621413,0.97762924,0.0020970972,0.008653374,0.0000042076304,0.008904426],"study_design_scores_gemma":[0.00037771274,0.000022971817,0.049675133,0.00006453841,0.000008050639,0.000017555205,0.000016785609,0.94823605,0.00037054007,0.0009246588,0.00014147103,0.00014455778],"about_ca_topic_score_codex":0.000015838867,"about_ca_topic_score_gemma":0.0000906202,"teacher_disagreement_score":0.13298248,"about_ca_system_score_codex":0.000044656543,"about_ca_system_score_gemma":0.000009225118,"threshold_uncertainty_score":0.43350232},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.973405,0.000046590645,0.0038190542,0.00008988029,0.00026779526,0.00009913597,0.000032262265,0.00003851924,0.022201786],"genre_scores_gemma":[0.9954157,0.000035002562,0.0042685363,0.000072219365,0.00010242166,0.0000018357421,0.000010913969,0.000019257617,0.000074152755],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9988019,0.0000069303774,0.00022107126,0.00027098466,0.00040374685,0.0002953565],"domain_scores_gemma":[0.999666,0.000039416107,0.00009486559,0.00010195178,0.000007848975,0.00008992818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021238094,0.0001569308,0.00011408851,0.00006958282,0.00019416404,0.00016950579,0.00017460408,0.00004673824,0.000652244],"category_scores_gemma":[0.000051521423,0.00014150805,0.00004897938,0.00009144663,0.00043623583,0.0004900866,0.00040399565,0.00009525664,0.000062986175],"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":[0.00020177312,0.00037635767,0.47194612,0.000034094137,0.000097734344,0.00008346149,0.0018143003,0.0005893075,0.44806576,0.00014293079,0.00013107412,0.07651707],"study_design_scores_gemma":[0.0048122727,0.0003294101,0.64218843,0.0004191288,0.0002100897,0.0013598637,0.0030915888,0.044255074,0.26166165,0.004811579,0.03364678,0.003214116],"about_ca_topic_score_codex":0.00009188591,"about_ca_topic_score_gemma":0.000032399872,"teacher_disagreement_score":0.18640412,"about_ca_system_score_codex":0.00011491321,"about_ca_system_score_gemma":0.0000034257705,"threshold_uncertainty_score":0.71416146},"labels":[],"label_agreement":null},{"id":"W2192776077","doi":"10.1680/gein.15.00014","title":"Performance of three geogrid-reinforced soil walls before and after foundation failure","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"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":"Ministry of Defense- Japan","keywords":"Geogrid; Geotechnical engineering; Bulkhead (partition); Reinforcement; Stiffness; Structural engineering; Geosynthetics; Geology; Foundation (evidence); Lateral earth pressure; Engineering","score_opus":0.007170986763063221,"score_gpt":0.19224139125988138,"score_spread":0.18507040449681816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2192776077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874488,0.000020281128,0.010522897,0.00011824934,0.0003673393,0.000062267434,0.000011245074,0.00011807469,0.0013308099],"genre_scores_gemma":[0.999135,0.00002224294,0.00060376356,0.00000836481,0.000062033076,0.000014236192,0.000033843527,0.000015759555,0.00010473212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993823,0.0000032034714,0.00019133303,0.00009003199,0.00022307094,0.00011006313],"domain_scores_gemma":[0.9996571,0.000012387735,0.000026701027,0.0001169839,0.00012977548,0.00005705276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011845707,0.00009582814,0.0000908913,0.000076518154,0.000013488447,0.000021646068,0.000105323896,0.000075097065,0.000079590056],"category_scores_gemma":[0.00005728868,0.00009444603,0.000025851978,0.00005975621,0.000039038085,0.00012752286,0.00004032513,0.00008946578,0.000025823329],"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":[0.000020838095,0.000008370647,0.0038195052,0.000056817393,0.00002628796,6.8542295e-7,0.00023402821,0.9831321,0.00040609532,0.0010999865,0.00006218773,0.011133048],"study_design_scores_gemma":[0.0002145127,0.000051511524,0.007869557,0.000040096966,0.000008911856,0.0000070599713,0.000017130287,0.9880723,0.00063840864,0.00030986016,0.0026681782,0.000102482714],"about_ca_topic_score_codex":0.0000070563547,"about_ca_topic_score_gemma":0.000073971925,"teacher_disagreement_score":0.011686189,"about_ca_system_score_codex":0.000046298974,"about_ca_system_score_gemma":0.000011584699,"threshold_uncertainty_score":0.38513973},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9836124,0.00002250362,0.0020629275,0.00004190738,0.00015857418,0.00013141146,0.000019884541,0.00001073794,0.013939653],"genre_scores_gemma":[0.9957691,0.000031914955,0.0040734243,0.000037224167,0.000011338768,0.000015609414,0.0000060894313,0.000016973547,0.00003834031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987127,0.000059154867,0.00042162056,0.00021719803,0.00040895696,0.00018035724],"domain_scores_gemma":[0.99945945,0.000040831066,0.0002221694,0.00020945256,0.000019383535,0.00004871469],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022931257,0.0001385673,0.00018205434,0.00006680033,0.000024423054,0.00000419052,0.00033958847,0.000069350885,0.0014459023],"category_scores_gemma":[0.000049577717,0.00012714094,0.00005533877,0.0001238905,0.00017210962,0.00015846326,0.00017049359,0.000095862575,0.000046306013],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033729506,0.0023069396,0.3742643,0.000025851592,0.0001469524,0.000011750218,0.014740264,0.111501426,0.49233535,0.00040351858,0.000043844506,0.0038825222],"study_design_scores_gemma":[0.0007294521,0.00015916146,0.13175337,0.00007553496,0.00002238196,0.000003028534,0.00036039698,0.050619096,0.81510687,0.0007920403,0.00007407289,0.00030460552],"about_ca_topic_score_codex":0.0007113767,"about_ca_topic_score_gemma":0.0000110080155,"teacher_disagreement_score":0.32277152,"about_ca_system_score_codex":0.00016275005,"about_ca_system_score_gemma":0.000011831873,"threshold_uncertainty_score":0.9994669},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975541,0.000018412118,0.0000010434533,0.0008412045,0.00008632827,0.00012013963,0.000013188917,0.0000043359432,0.0013612075],"genre_scores_gemma":[0.9998048,0.000013562373,0.00001619563,0.000057207093,0.000020886795,0.000011363968,0.0000013032184,0.000005961347,0.00006871114],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999222,0.0000710751,0.00012446927,0.00012478697,0.00036629912,0.0000913846],"domain_scores_gemma":[0.99967384,0.00012798893,0.00005269178,0.00011141529,0.0000049653117,0.000029093484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027363808,0.00009183556,0.00014086382,0.000021412432,0.000020564454,0.00000396751,0.00017209598,0.000023879722,0.000067608824],"category_scores_gemma":[0.00020811403,0.000048418187,0.000028683875,0.00004049465,0.0003146812,0.00004847414,0.00023809311,0.00008324476,0.000017828559],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003500644,0.0020604564,0.11338779,0.00013062205,0.00027761163,0.000025286516,0.009709025,0.018157372,0.8308687,0.0137871,0.0011728216,0.0069225384],"study_design_scores_gemma":[0.0007148822,0.00067513465,0.03333596,0.00007768124,0.00001639344,0.000010367082,0.00012755081,0.0018512585,0.96111983,0.0017797379,0.00016961561,0.00012159284],"about_ca_topic_score_codex":0.00018206176,"about_ca_topic_score_gemma":0.000014599869,"teacher_disagreement_score":0.1302511,"about_ca_system_score_codex":0.000053465777,"about_ca_system_score_gemma":0.000002701749,"threshold_uncertainty_score":0.19744363},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97878134,0.000014595599,0.00022892615,0.0010947245,0.00023198505,0.00007646725,0.000006464159,0.00001574172,0.019549763],"genre_scores_gemma":[0.99843043,0.000038598148,0.00049127545,0.0001435037,0.000036559883,0.00000999728,0.000014210538,0.000007938385,0.0008274628],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99923384,0.000023925337,0.00013089407,0.00017181644,0.00027798198,0.00016153663],"domain_scores_gemma":[0.9998068,0.000011761752,0.000025087294,0.0000822381,0.0000043714676,0.00006969907],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022822431,0.00008626367,0.00006793066,0.000038263173,0.000022553566,0.000023644785,0.000101941834,0.000038127375,0.0010419283],"category_scores_gemma":[0.000040840303,0.0000645757,0.000015596699,0.00002705897,0.00010771044,0.000184436,0.0002654864,0.000066952,0.00076338276],"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":[0.00012901479,0.0003739501,0.8763173,0.0000046099785,0.00003092651,0.000026302301,0.0052481326,0.006779914,0.09161304,0.00032828352,0.0024928728,0.01665565],"study_design_scores_gemma":[0.0045554014,0.00033445153,0.7547226,0.00006577719,0.00004202787,0.00027893722,0.0010521066,0.029038658,0.10824265,0.038223714,0.062310755,0.0011329451],"about_ca_topic_score_codex":0.00019093674,"about_ca_topic_score_gemma":0.00007889062,"teacher_disagreement_score":0.121594734,"about_ca_system_score_codex":0.00025502572,"about_ca_system_score_gemma":0.0000017852819,"threshold_uncertainty_score":0.99987125},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99054813,0.000015608339,0.00019346914,0.000674165,0.00025385254,0.00014701053,0.00031728664,0.000016196878,0.007834256],"genre_scores_gemma":[0.9984313,0.00024439782,0.00010143294,0.00013136707,0.000040381186,0.000011668515,0.000016377715,0.000015245324,0.0010078131],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987772,0.00006246358,0.00019286902,0.0002912482,0.0004884533,0.00018775632],"domain_scores_gemma":[0.99927276,0.00033942863,0.000116525815,0.0001895828,0.0000059085787,0.00007578697],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017943153,0.00016877335,0.00018010923,0.000036400634,0.00007315745,0.000018726501,0.00022389746,0.00006451772,0.0048071793],"category_scores_gemma":[0.000107050386,0.000104043385,0.00005917597,0.000034844266,0.0003019582,0.00013300241,0.0004485998,0.000072151204,0.0007588852],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006317664,0.00025947188,0.3037197,0.000012010583,0.00014239494,0.000013109398,0.00041684005,0.0012676043,0.6519285,0.000047712318,0.0013501645,0.040210776],"study_design_scores_gemma":[0.003078115,0.0010779059,0.29692265,0.0002396782,0.00007952795,0.000012688473,0.000014012858,0.001516606,0.68809766,0.00046348182,0.008101751,0.00039591177],"about_ca_topic_score_codex":0.00021897521,"about_ca_topic_score_gemma":0.00003491429,"teacher_disagreement_score":0.039814867,"about_ca_system_score_codex":0.00018284778,"about_ca_system_score_gemma":0.000002716463,"threshold_uncertainty_score":0.9961026},"labels":[],"label_agreement":null},{"id":"W2317319967","doi":"10.1680/jgein.15.00051","title":"Geogrid pullout load–strain behaviour and modelling using a transparent granular soil","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Geosynthetics; Materials science; Geotechnical engineering; Ultimate tensile strength; Displacement (psychology); Transverse plane; Structural engineering; Composite material; Geology; Reinforcement; Engineering","score_opus":0.02286500317301466,"score_gpt":0.22172316977225823,"score_spread":0.19885816659924357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317319967","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4178533,0.00010434553,0.58099324,0.00016257283,0.0003602943,0.00004958579,0.000085581174,0.00018055823,0.00021053234],"genre_scores_gemma":[0.99802715,0.00018544224,0.001611658,0.0000083364885,0.00007565496,0.00000798423,0.00001041295,0.00003058824,0.000042763295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913824,0.0000080638,0.00021581749,0.00017104922,0.0002698906,0.00019695159],"domain_scores_gemma":[0.9996852,0.000027127422,0.000019261526,0.00012381216,0.00007025481,0.00007430268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013970162,0.0001394346,0.000111545975,0.00006930562,0.000037850452,0.000032730746,0.00012725734,0.00008991018,0.00006529475],"category_scores_gemma":[0.000025417106,0.00011907598,0.000051261046,0.000044123088,0.000041063337,0.000082357474,0.000020765598,0.00009603092,0.000007011168],"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":[0.000003481899,0.000017245677,0.00033700003,0.000013071034,0.000013916882,0.0000032943817,0.000085474494,0.9868417,0.006594417,0.00076402444,0.0000066908883,0.0053196754],"study_design_scores_gemma":[0.00026104532,0.000009719496,0.00038154426,0.00008783462,0.00002008062,0.00002020953,0.000011462967,0.9953948,0.0014319748,0.0009192935,0.0012753045,0.00018671378],"about_ca_topic_score_codex":0.000028462986,"about_ca_topic_score_gemma":0.000012921192,"teacher_disagreement_score":0.58017385,"about_ca_system_score_codex":0.00012113808,"about_ca_system_score_gemma":0.000013111101,"threshold_uncertainty_score":0.48557776},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8208357,0.000033114797,0.0025662056,0.0074024806,0.0012800724,0.00016602896,0.00010451982,0.00011609996,0.16749577],"genre_scores_gemma":[0.98755324,0.00026035146,0.0009967457,0.0003924947,0.000102407335,0.000014894666,0.000009667322,0.000023058341,0.010647121],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985765,0.00002206459,0.00019181019,0.00033360397,0.00055949687,0.00031649307],"domain_scores_gemma":[0.9994919,0.000070717324,0.000087787266,0.0002639525,0.0000064983938,0.00007916862],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00010303851,0.00018112465,0.00012486658,0.000029699268,0.00012801129,0.000023788123,0.00040120224,0.00006230925,0.021152018],"category_scores_gemma":[0.00008823262,0.00011388099,0.00007214711,0.000079067075,0.0003265054,0.00030548405,0.0006277556,0.00007070342,0.0033235427],"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":[0.00025712498,0.00094883115,0.22957212,0.000008848922,0.00018843908,0.000069399495,0.0012005907,0.00018043032,0.65333146,0.005823117,0.017683923,0.090735696],"study_design_scores_gemma":[0.002859382,0.00022920911,0.19345015,0.00012686236,0.000048011927,0.000118095195,0.00010671213,0.00043683598,0.15186378,0.020876568,0.6288685,0.0010158947],"about_ca_topic_score_codex":0.00015043786,"about_ca_topic_score_gemma":0.000023535371,"teacher_disagreement_score":0.6111846,"about_ca_system_score_codex":0.0003269846,"about_ca_system_score_gemma":0.000003324846,"threshold_uncertainty_score":0.9974525},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94215554,0.000015380356,0.0014449352,0.0013450481,0.0003884451,0.00009169702,0.00009359123,0.00003072218,0.054434624],"genre_scores_gemma":[0.9963988,0.00028181047,0.0014738888,0.00015004571,0.000055188702,0.0000070535257,0.000009116161,0.00001677179,0.0016073375],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99876404,0.000026811242,0.00023117181,0.00026123915,0.00050558965,0.00021115482],"domain_scores_gemma":[0.9994771,0.000057800255,0.000115326926,0.00027737324,0.000008728779,0.00006367249],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011264666,0.00013588484,0.00013141138,0.000023950313,0.000068034155,0.000009762203,0.000382971,0.00005243011,0.012723889],"category_scores_gemma":[0.00006874701,0.000086807704,0.000057294674,0.00005313971,0.0003956034,0.0004045727,0.00043184796,0.0000477865,0.0006047727],"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":[0.00011707466,0.00083227886,0.14148356,0.000007506541,0.00007541782,0.000010599518,0.0015233349,0.00024960368,0.8092763,0.0025344302,0.001300068,0.042589843],"study_design_scores_gemma":[0.0032133276,0.0006594412,0.41803432,0.00017789683,0.00007376626,0.00008453588,0.00035219747,0.0009088158,0.41592333,0.026461098,0.13308087,0.0010304175],"about_ca_topic_score_codex":0.00018237477,"about_ca_topic_score_gemma":0.000041579387,"teacher_disagreement_score":0.39335296,"about_ca_system_score_codex":0.00015250394,"about_ca_system_score_gemma":0.0000033841866,"threshold_uncertainty_score":0.9881786},"labels":[],"label_agreement":null},{"id":"W2463252634","doi":"10.1680/jgein.16.00012","title":"Deterministic and probabilistic failure analysis of simple geosynthetic reinforced soil slopes","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":54,"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":"Reinforcement; Factor of safety; Geosynthetics; Safety factor; Geotechnical engineering; Failure mechanism; Slope stability; Probabilistic logic; Monte Carlo method; Slip (aerodynamics); Ultimate tensile strength; Structural engineering; Probabilistic analysis of algorithms; Slope stability analysis; Mathematics; Materials science; Engineering; Statistics; Composite material","score_opus":0.004721458272472416,"score_gpt":0.1953601680843787,"score_spread":0.19063870981190628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2463252634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81385535,0.00008724237,0.18244973,0.00048776713,0.00027859985,0.00013689524,0.00036068974,0.0004157996,0.0019279137],"genre_scores_gemma":[0.99914944,0.000072207586,0.0003990953,0.000008430103,0.000030131045,0.000012482422,0.000019221307,0.000020557643,0.00028843188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989804,0.000011491594,0.00036737486,0.00019652041,0.00024545979,0.00019876235],"domain_scores_gemma":[0.9992943,0.00019691548,0.000057224857,0.00027361873,0.00009678899,0.00008119471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013827493,0.0001634163,0.00029861258,0.00039883074,0.000026554762,0.00002493468,0.0002379754,0.00008568453,0.0003260643],"category_scores_gemma":[0.00033004425,0.00012450597,0.00015960351,0.00030227366,0.00010391714,0.000058032845,0.000062747386,0.000076458695,0.000013782395],"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":[0.0000069513276,0.000016391718,0.00017218698,0.00004693971,0.0009757866,0.0000046276036,0.00006859676,0.9605065,0.01437981,0.0049664862,0.00006637525,0.018789358],"study_design_scores_gemma":[0.00019249138,0.000024287769,0.0009010468,0.00006368061,0.00064171734,0.000007313832,0.000024585439,0.9918961,0.0017212622,0.0006834228,0.0036061397,0.00023798682],"about_ca_topic_score_codex":0.000010892862,"about_ca_topic_score_gemma":0.000026596197,"teacher_disagreement_score":0.18529408,"about_ca_system_score_codex":0.000041784584,"about_ca_system_score_gemma":0.000009395757,"threshold_uncertainty_score":0.5077206},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945132,0.000017322718,0.0001776731,0.0023414236,0.00008838132,0.00006785373,0.0000348537,0.000019621884,0.0027396434],"genre_scores_gemma":[0.99859166,0.00005290581,0.00028208256,0.00006521834,0.000019405545,0.00000451254,0.0000027336869,0.000011431663,0.00097006676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991124,0.00003689294,0.00015880303,0.00021044149,0.00032001044,0.00016139803],"domain_scores_gemma":[0.999475,0.00023877776,0.000085632804,0.00013693995,0.0000070856,0.000056571094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001696198,0.000117382835,0.00012556807,0.00003400057,0.00005636039,0.000011710057,0.00016918847,0.000033644283,0.0008284253],"category_scores_gemma":[0.00016081934,0.000076817436,0.00003926824,0.000051069517,0.00043574505,0.00013746432,0.00033150404,0.000051450024,0.00013263844],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029478397,0.0001248221,0.017104968,0.0000037173834,0.000041273946,0.000006093379,0.0005157135,0.0001267319,0.96179,0.00012170996,0.0001933996,0.019676756],"study_design_scores_gemma":[0.0018226125,0.0002997792,0.47524324,0.00013796313,0.000042559215,0.000099854726,0.00012714248,0.0019317992,0.5092235,0.0045378306,0.0060475725,0.0004861597],"about_ca_topic_score_codex":0.000058554655,"about_ca_topic_score_gemma":0.000014978827,"teacher_disagreement_score":0.45813826,"about_ca_system_score_codex":0.00011072281,"about_ca_system_score_gemma":0.000003675442,"threshold_uncertainty_score":0.9070676},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69158596,0.00008550345,0.0013086813,0.024016522,0.00095144886,0.0003046196,0.000094810996,0.0000479398,0.28160456],"genre_scores_gemma":[0.9923757,0.00010324755,0.0003829342,0.0005017516,0.00017312232,0.000011874313,0.000006071072,0.000018887082,0.0064264685],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985591,0.000053168238,0.00029923394,0.0002759874,0.0005754032,0.00023706179],"domain_scores_gemma":[0.9991887,0.00020539472,0.0001483295,0.0003621927,0.000011947457,0.00008339589],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00015800363,0.00017905328,0.0001527743,0.000043093725,0.00009259009,0.000018652067,0.00050466607,0.000066800814,0.008991545],"category_scores_gemma":[0.00013613446,0.000092957634,0.000091879185,0.00007302837,0.0003600074,0.0001358964,0.0003012822,0.000088699104,0.0013110407],"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":[0.00035450977,0.00078470673,0.09095556,0.000005723891,0.00030145628,0.000016367145,0.004731037,0.004769834,0.6167176,0.0118604535,0.030932153,0.23857065],"study_design_scores_gemma":[0.0016015628,0.0004143657,0.122406274,0.00010623104,0.00007393021,0.00006825048,0.000104025465,0.00151829,0.28522283,0.015091267,0.5727373,0.0006557263],"about_ca_topic_score_codex":0.00023882402,"about_ca_topic_score_gemma":0.000113049864,"teacher_disagreement_score":0.5418051,"about_ca_system_score_codex":0.0001687744,"about_ca_system_score_gemma":0.000011667895,"threshold_uncertainty_score":0.99946654},"labels":[],"label_agreement":null},{"id":"W2527357081","doi":"10.1680/jgein.16.00025","title":"Diffusion of multiwall carbon nanotubes through a high-density polyethylene geomembrane","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Nanotechnology research and applications","field":"Engineering","cited_by":25,"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; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Killam Trusts","keywords":"Geomembrane; Geosynthetics; Carbon nanotube; Materials science; Diffusion; Polyethylene; Composite material; High-density polyethylene; Carbon fibers; Geotechnical engineering; Engineering; Composite number; Thermodynamics","score_opus":0.007770076789685507,"score_gpt":0.22530557687854058,"score_spread":0.21753550008885508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2527357081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98838043,0.00009321408,0.0075542284,0.0015781121,0.0003317841,0.00010290556,0.000107004824,0.00017698793,0.0016753215],"genre_scores_gemma":[0.9973045,0.0007380667,0.0014119144,0.000012830115,0.00007671279,0.000022208664,0.000010263006,0.00001922516,0.00040430523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991764,0.0000104635055,0.00020171292,0.00015676855,0.00025447423,0.00020016813],"domain_scores_gemma":[0.9994638,0.00008743446,0.000034189306,0.00027021221,0.00010533271,0.000039020128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007469113,0.00010760546,0.00012887,0.000105315936,0.000030271936,0.0000071316026,0.00032559366,0.000113219365,0.00014002017],"category_scores_gemma":[0.00008503256,0.000082120256,0.000049419683,0.00008901476,0.00013913782,0.000054702137,0.00010455106,0.00010470791,0.000041527397],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014536535,0.000064911124,0.00041663565,0.000009940243,0.000043646145,0.0000025424654,0.000052685646,0.00008352574,0.97223985,0.009150955,0.00009295886,0.017827833],"study_design_scores_gemma":[0.0005074574,0.000024730285,0.0013571869,0.000060144117,0.000007978333,0.000009128621,0.000016819959,0.0027956113,0.9809654,0.007000679,0.007125538,0.00012932463],"about_ca_topic_score_codex":0.00013555755,"about_ca_topic_score_gemma":0.000056959278,"teacher_disagreement_score":0.017698508,"about_ca_system_score_codex":0.00006026127,"about_ca_system_score_gemma":0.000013539163,"threshold_uncertainty_score":0.3348767},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97300225,0.00001046524,0.000023104818,0.00032648438,0.00022805331,0.000096317475,0.0000113597025,0.000007190162,0.026294753],"genre_scores_gemma":[0.99955326,0.000025317035,0.00015618908,0.0000242631,0.000011804661,0.000005439719,7.274576e-7,0.0000070353235,0.00021597589],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992175,0.000025412071,0.00014947262,0.00013322254,0.00035275382,0.00012160786],"domain_scores_gemma":[0.99949205,0.00005078817,0.00015516284,0.00026580167,0.0000042514494,0.00003197505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024646736,0.00009007264,0.00012384902,0.000023778184,0.00010743521,0.000018088847,0.00037752365,0.000023707693,0.00046519618],"category_scores_gemma":[0.00024218511,0.00006416601,0.000058417616,0.000014346423,0.00045597865,0.00012818219,0.00028633725,0.000049317336,0.000076618155],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00060935057,0.00035612204,0.44484526,0.000066520035,0.00018057233,0.000008138438,0.0009722091,0.009936011,0.49635306,0.0004961999,0.000118568394,0.046057995],"study_design_scores_gemma":[0.0003735382,0.00028517153,0.051081304,0.00006543679,0.000013558773,0.0000040922596,0.000018666185,0.00076417887,0.9470449,0.00011434462,0.00015253198,0.00008229685],"about_ca_topic_score_codex":0.00017955624,"about_ca_topic_score_gemma":0.0000047949084,"teacher_disagreement_score":0.45069182,"about_ca_system_score_codex":0.00006181385,"about_ca_system_score_gemma":0.0000014007342,"threshold_uncertainty_score":0.5093572},"labels":[],"label_agreement":null},{"id":"W2606821305","doi":"10.1680/jgein.17.00012","title":"A new approach for estimating internal stability of reinforced soil structures","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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 British Columbia; Tetra Tech (Canada)","funders":"","keywords":"Reinforcement; Stiffness; Geotechnical engineering; Geosynthetics; Structural engineering; Displacement (psychology); Boundary (topology); Stability (learning theory); Settlement (finance); Computer science; Geology; Engineering; Mathematics; Mathematical analysis","score_opus":0.020349578179117495,"score_gpt":0.25286885561618133,"score_spread":0.23251927743706383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606821305","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.035366032,0.000008868811,0.9563076,0.000040637467,0.00083918025,0.00011686491,0.00004128099,0.000113169146,0.0071663684],"genre_scores_gemma":[0.88673615,0.0000032664166,0.11290696,0.0000027627673,0.00015685431,0.000011520145,0.000028296892,0.000018460205,0.00013574056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927336,0.0000039927017,0.0002665805,0.00013607758,0.00018451114,0.0001354805],"domain_scores_gemma":[0.9993574,0.000048664806,0.00008943776,0.00034620386,0.00010395198,0.000054336455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001726092,0.00011039364,0.00013908515,0.000047596346,0.00007005091,0.000070789276,0.0004708733,0.000079271784,0.00009083347],"category_scores_gemma":[0.0006878707,0.00011124595,0.00008388036,0.000016988202,0.000045223704,0.000099961384,0.00006780702,0.000109016786,0.0000015299989],"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":[0.000013303612,0.0000059602194,0.000055681445,0.00007913694,0.000031541942,1.247828e-7,0.00011347682,0.97536224,0.0020034008,0.006452009,0.00014406939,0.015739044],"study_design_scores_gemma":[0.00026509658,0.000012622252,0.0003714587,0.000024424078,0.000009570432,0.0000029000298,0.000017991906,0.9858376,0.010987319,0.002003982,0.00036150232,0.00010554131],"about_ca_topic_score_codex":0.000055643188,"about_ca_topic_score_gemma":0.0000056040585,"teacher_disagreement_score":0.8513701,"about_ca_system_score_codex":0.000047721405,"about_ca_system_score_gemma":0.00001922798,"threshold_uncertainty_score":0.45364782},"labels":[],"label_agreement":null},{"id":"W2736165158","doi":"10.1680/jgein.17.00019","title":"Probabilistic assessment of reinforced soil wall performance using response surface method","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Monte Carlo method; Geosynthetics; Probabilistic logic; Computer simulation; Numerical analysis; Quadratic function; Reinforcement; Polynomial; Structural engineering; Mechanically stabilized earth; Mathematics; Mathematical optimization; Computer science; Quadratic equation; Engineering; Geotechnical engineering; Statistics; Mathematical analysis; Geometry","score_opus":0.02203006290310561,"score_gpt":0.30087623883404563,"score_spread":0.27884617593094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736165158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8790801,0.000007036472,0.1179436,0.00009223068,0.0004870987,0.00008228164,0.000014840876,0.00010434577,0.0021884444],"genre_scores_gemma":[0.9842899,0.000021364482,0.015397719,0.000003903204,0.000026073225,0.0000040452596,0.0000068020818,0.000022084132,0.00022811943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991587,0.00002327448,0.00027220187,0.00012514504,0.00027219433,0.00014852913],"domain_scores_gemma":[0.9992291,0.00009430499,0.00009091711,0.00040256567,0.00014130786,0.00004184642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005924687,0.000115219504,0.0001414544,0.00005501149,0.00009155648,0.000052177635,0.0003805351,0.00008042949,0.000048887814],"category_scores_gemma":[0.00036631644,0.00011974997,0.000053115444,0.000033475604,0.000052071333,0.00012234267,0.00007389436,0.00014280398,0.0000034382808],"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":[0.000017616505,0.000008799818,0.00016098627,0.00004546493,0.000019177034,6.9562384e-7,0.00004193342,0.98142767,0.01594999,0.0015481843,0.0000056431845,0.00077383424],"study_design_scores_gemma":[0.00017019332,0.000023137516,0.0072192093,0.00007121045,0.00001168918,0.0000062575127,0.000006262319,0.9864652,0.0052340785,0.00010423005,0.0005650576,0.00012345724],"about_ca_topic_score_codex":0.000025384526,"about_ca_topic_score_gemma":0.0000028826885,"teacher_disagreement_score":0.10520977,"about_ca_system_score_codex":0.00013573784,"about_ca_system_score_gemma":0.00003712035,"threshold_uncertainty_score":0.48832622},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96712214,0.000005845324,0.0000082398055,0.0001573876,0.00030196013,0.00010526312,0.000032472348,0.0000069515886,0.032259732],"genre_scores_gemma":[0.9987673,0.00011118985,0.00004016653,0.000019535775,0.00003812295,0.0000058944543,0.000005408186,0.000010655981,0.0010017355],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990246,0.000020206477,0.00019145221,0.00016727125,0.0004524368,0.00014400225],"domain_scores_gemma":[0.99924403,0.00007789735,0.00025146737,0.0003820746,0.0000067296005,0.000037789647],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002274965,0.00012571576,0.0001723087,0.0000296365,0.00011575155,0.000015553407,0.00055193075,0.000035152716,0.0017602231],"category_scores_gemma":[0.0001297711,0.0000963238,0.000071594666,0.000015455174,0.0004298675,0.00014037617,0.00045783454,0.000069869624,0.0001877974],"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":[0.00019185102,0.000115348186,0.9573996,0.00003791461,0.000046562283,0.0000056754902,0.00006535808,0.0008579181,0.016272,0.000020442836,0.000059762624,0.024927586],"study_design_scores_gemma":[0.00040448314,0.00044657814,0.7230147,0.000055557877,0.000015270021,0.000010211267,9.952339e-7,0.00047569006,0.27536297,0.000016401646,0.00011565679,0.0000814695],"about_ca_topic_score_codex":0.00006572081,"about_ca_topic_score_gemma":0.000012363633,"teacher_disagreement_score":0.25909096,"about_ca_system_score_codex":0.000069162685,"about_ca_system_score_gemma":0.000001965544,"threshold_uncertainty_score":0.9991523},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98961806,0.0000171326,0.000025628582,0.000768853,0.0002634153,0.00015339612,0.000015749732,0.0000067688843,0.009131007],"genre_scores_gemma":[0.99942046,0.000051231385,0.00006296739,0.00007256559,0.000033913202,0.000012893096,0.0000019678682,0.000008376617,0.0003356275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991299,0.000030723935,0.0001478868,0.00014111937,0.00042606748,0.0001243062],"domain_scores_gemma":[0.99937785,0.000053321386,0.00019502208,0.0003374,0.000008102367,0.00002831026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016958671,0.00009605942,0.000106502666,0.000018464465,0.00018573743,0.000022413373,0.0005359757,0.00003214458,0.0003785667],"category_scores_gemma":[0.0002515912,0.00005954837,0.000051496732,0.000013937683,0.00063026324,0.00017182845,0.00035086204,0.000067873654,0.000082290775],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017911768,0.0007553523,0.007717319,0.00005141266,0.0000911748,0.000004934708,0.0010193611,0.0009792027,0.98066175,0.00048044854,0.0002461058,0.007813827],"study_design_scores_gemma":[0.00029768754,0.00013263138,0.12410566,0.00011234265,0.000016601089,0.0000034227526,0.000031664746,0.0022764262,0.87220937,0.0004559071,0.00026574667,0.00009256375],"about_ca_topic_score_codex":0.00027871208,"about_ca_topic_score_gemma":0.000025975492,"teacher_disagreement_score":0.11638834,"about_ca_system_score_codex":0.0000755136,"about_ca_system_score_gemma":0.0000036969584,"threshold_uncertainty_score":0.414504},"labels":[],"label_agreement":null},{"id":"W2768569343","doi":"10.1680/jgein.17.00040","title":"Deterministic and random FEM analysis of full-scale unreinforced and reinforced embankments","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"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","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Geogrid; Geotechnical engineering; Finite element method; Geosynthetics; Levee; Bearing capacity; Structural engineering; Lift (data mining); Engineering; Geology; Reinforcement; Computer science","score_opus":0.006944356085397092,"score_gpt":0.22673552987918824,"score_spread":0.21979117379379115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768569343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95775396,0.000033315904,0.03790435,0.000038967282,0.0002616419,0.000072133,0.000039801016,0.00007059869,0.0038252375],"genre_scores_gemma":[0.9993232,0.0001122328,0.0003127822,0.0000045903366,0.00001684342,0.0000059158847,0.000022037524,0.000010120027,0.00019228447],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941397,0.0000043542564,0.00021977404,0.00010895862,0.00015225932,0.00010069747],"domain_scores_gemma":[0.9995514,0.000050803188,0.000064250446,0.00022965978,0.000052080526,0.000051760886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011529661,0.00009596791,0.00018647812,0.00014807456,0.00006949419,0.00006852995,0.00016181634,0.00006489584,0.000036312398],"category_scores_gemma":[0.00016680348,0.000097100994,0.000051214356,0.000047214206,0.000081648635,0.00007578151,0.00006799675,0.00006528833,0.0000013823043],"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":[0.000044265616,0.000008050409,0.0010307112,0.00005969215,0.0004964965,0.0000022939737,0.00033803534,0.9781921,0.007889855,0.002875215,0.000013031242,0.009050281],"study_design_scores_gemma":[0.00046051573,0.000016473288,0.014800358,0.000022698305,0.000157922,0.000004144023,0.000018475414,0.9836366,0.0004551912,0.00008892772,0.00023672509,0.00010193298],"about_ca_topic_score_codex":0.00001288999,"about_ca_topic_score_gemma":0.000017679306,"teacher_disagreement_score":0.041569237,"about_ca_system_score_codex":0.000016921316,"about_ca_system_score_gemma":0.0000037158122,"threshold_uncertainty_score":0.39596635},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9619178,0.000030012667,0.000065959815,0.0025448126,0.00021534273,0.00014814147,0.000018513676,0.000019774927,0.0350396],"genre_scores_gemma":[0.9982157,0.000253636,0.00046033028,0.00010595036,0.000040189676,0.000016961978,0.0000092607215,0.000019410782,0.00087859447],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987897,0.000022078526,0.00017732182,0.0003401648,0.0004160094,0.0002547249],"domain_scores_gemma":[0.9994072,0.000040263345,0.00012961203,0.00033070802,0.0000074967684,0.000084735555],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013801777,0.00018025034,0.0001392979,0.00006132301,0.00034196427,0.00011384729,0.00034226736,0.00005881834,0.0014238969],"category_scores_gemma":[0.00009383545,0.00014023168,0.000033230826,0.000032879023,0.0005417759,0.00029240345,0.00049389486,0.00014399781,0.00013666],"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":[0.00008375309,0.00022569497,0.97690684,0.0000050163926,0.000028129569,0.000048417118,0.00068596035,0.0010609063,0.009311555,0.00012724493,0.00015659428,0.011359921],"study_design_scores_gemma":[0.0013529343,0.00013660286,0.974587,0.00009216672,0.000032571792,0.00014682976,0.0001794526,0.006715953,0.0052053467,0.0017652176,0.009345795,0.00044010166],"about_ca_topic_score_codex":0.0008650414,"about_ca_topic_score_gemma":0.0005669024,"teacher_disagreement_score":0.036297824,"about_ca_system_score_codex":0.00016559096,"about_ca_system_score_gemma":0.0000042279016,"threshold_uncertainty_score":0.99948895},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99271506,0.000008460632,0.000002428367,0.00038249767,0.00016927725,0.00019752911,0.000022555094,0.000013109133,0.006489104],"genre_scores_gemma":[0.99848217,0.000031673168,0.000076149125,0.000111679896,0.000047436784,0.000008891538,0.000013431965,0.00001262532,0.0012159247],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99885297,0.00004151194,0.00023276568,0.0002793921,0.00037573412,0.00021763814],"domain_scores_gemma":[0.9996667,0.000022033759,0.00005351547,0.00018668434,0.000011506276,0.000059575155],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00023212955,0.00014236245,0.00015824294,0.000057173394,0.00006999137,0.000011671021,0.00021481841,0.0000560752,0.00352795],"category_scores_gemma":[0.000040514526,0.0001020841,0.000022937404,0.00006764933,0.00033666543,0.00013622247,0.0005071894,0.00012743316,0.00019035203],"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":[0.0001658794,0.0011316487,0.83872676,0.000007832219,0.00008007879,0.000019530444,0.005264858,0.00047164923,0.15299048,0.000017790042,0.00054230075,0.00058122276],"study_design_scores_gemma":[0.0015327351,0.00046906684,0.91380143,0.000027250468,0.000021676873,0.000017149236,0.00072546373,0.00036617435,0.08051684,0.00031078965,0.001950127,0.00026130627],"about_ca_topic_score_codex":0.00035933364,"about_ca_topic_score_gemma":0.0005494935,"teacher_disagreement_score":0.075074695,"about_ca_system_score_codex":0.000113733455,"about_ca_system_score_gemma":0.0000021656476,"threshold_uncertainty_score":0.99738294},"labels":[],"label_agreement":null},{"id":"W2801074677","doi":"10.1680/jgein.18.00021","title":"Dynamic properties of sand-EPS bead mixtures","year":2018,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Western University","funders":"","keywords":"Bead; Shear modulus; Materials science; Geotechnical engineering; Geosynthetics; Damping ratio; Stiffness; Shear (geology); Modulus; Dynamic modulus; Composite material; Dynamic mechanical analysis; Geology; Polymer; Vibration","score_opus":0.007790853385524269,"score_gpt":0.20384323198526905,"score_spread":0.19605237859974478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801074677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94451654,0.0003678746,0.038167577,0.00020823086,0.0018234687,0.00010486778,0.000036017384,0.0004432009,0.014332203],"genre_scores_gemma":[0.9991374,0.0000345944,0.0006104197,0.000009079867,0.00006283935,0.000005787033,0.000008628018,0.000017096343,0.0001141608],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947274,0.000004823771,0.00016781257,0.00008340585,0.00016653449,0.00010466641],"domain_scores_gemma":[0.99971116,0.000010381954,0.000018768033,0.00012371888,0.00011089771,0.000025079611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000065875014,0.00008074951,0.00008157676,0.00007122489,0.000019899535,0.000012753577,0.00016681431,0.00006083871,0.00010106582],"category_scores_gemma":[0.00007816195,0.00007405865,0.00003712918,0.000061015075,0.00007896915,0.000038799444,0.000026892576,0.00007244873,0.000028206701],"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":[0.000035510257,0.00012572973,0.00016374908,0.00018987205,0.0001596379,0.0000020149987,0.0010884206,0.4750997,0.49319607,0.0062085204,0.00081079255,0.022919962],"study_design_scores_gemma":[0.00013260984,0.00003311233,0.0004264712,0.00008682042,0.000009157816,0.0000051755674,0.000020544116,0.8391393,0.15452878,0.0007625918,0.0047095953,0.00014586729],"about_ca_topic_score_codex":0.0000055552105,"about_ca_topic_score_gemma":0.0000071887516,"teacher_disagreement_score":0.36403957,"about_ca_system_score_codex":0.00003161227,"about_ca_system_score_gemma":0.000006373066,"threshold_uncertainty_score":0.3020024},"labels":[],"label_agreement":null},{"id":"W2884724869","doi":"10.1680/jgein.18.00032","title":"Evaluation of tensile load model accuracy for PET strap MSE walls","year":2018,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"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":"Geosynthetics; Reinforcement; Stiffness; Structural engineering; Ultimate tensile strength; Geogrid; Mechanically stabilized earth; Geotechnical engineering; Materials science; Mathematics; Engineering; Composite material","score_opus":0.036911299646772415,"score_gpt":0.293334231652962,"score_spread":0.2564229320061896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884724869","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44177952,0.000075834294,0.54410803,0.00016447164,0.0012108278,0.0003959378,0.000205852,0.00027164744,0.011787884],"genre_scores_gemma":[0.99518347,0.000016322412,0.004502352,0.0000095778605,0.00012021932,0.000035691886,0.000035793477,0.000021382086,0.00007517557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893343,0.0000094362995,0.00023110377,0.000121063094,0.00057721883,0.00012774026],"domain_scores_gemma":[0.99843466,0.0000662526,0.000038911374,0.0001664225,0.0012611493,0.000032614385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006141068,0.00009405639,0.00009472071,0.000064660126,0.000025347945,0.000015689333,0.00016653773,0.00005302807,0.00011962255],"category_scores_gemma":[0.00083995087,0.00009845727,0.000058183326,0.0000576626,0.000040068007,0.00007438486,0.00002094589,0.00006124271,0.000013207942],"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":[0.0000061385554,0.000026336464,0.0000036817617,0.000015418434,0.000030014971,7.699281e-8,0.000104944425,0.97823125,0.0058897207,0.002604198,0.00037557996,0.012712609],"study_design_scores_gemma":[0.00030424076,0.000027002967,0.000082602666,0.000024955045,0.00004118806,0.0000028070936,0.000015390779,0.9836801,0.0074274377,0.006487131,0.0018068019,0.00010031339],"about_ca_topic_score_codex":0.000005533528,"about_ca_topic_score_gemma":0.000015698242,"teacher_disagreement_score":0.553404,"about_ca_system_score_codex":0.00014048826,"about_ca_system_score_gemma":0.000059176196,"threshold_uncertainty_score":0.4014971},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97552574,0.000003824053,0.000025293222,0.0002545196,0.00025298403,0.000150224,0.000018684554,0.000013811932,0.023754906],"genre_scores_gemma":[0.9969782,0.000018030518,0.00038501804,0.00006275199,0.000014537453,0.0000077686855,0.00005770724,0.000012587959,0.0024633564],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989438,0.000025692074,0.00023340022,0.00021983258,0.00038590384,0.00019138456],"domain_scores_gemma":[0.99967855,0.000017526441,0.00006366246,0.00019283577,0.0000069812027,0.000040442523],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00021202787,0.00011018567,0.00013493437,0.000060485912,0.000022049395,0.0000128809015,0.00025350865,0.000045666693,0.008035178],"category_scores_gemma":[0.000020789179,0.0000822661,0.000031117794,0.000052291125,0.00010310222,0.00028544205,0.00021913098,0.000077656565,0.0008472015],"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":[0.00011212897,0.00042815675,0.63263685,0.000010675991,0.000031323776,0.000006123335,0.00088575797,0.007860096,0.35357895,0.00015291564,0.000033546596,0.004263469],"study_design_scores_gemma":[0.001278842,0.00016790308,0.42495736,0.00003894727,0.0000120339255,0.000020766382,0.00014778803,0.010080423,0.558656,0.0011239755,0.0032051946,0.0003108213],"about_ca_topic_score_codex":0.00040108085,"about_ca_topic_score_gemma":0.00010512215,"teacher_disagreement_score":0.2076795,"about_ca_system_score_codex":0.0001605219,"about_ca_system_score_gemma":0.0000023404145,"threshold_uncertainty_score":0.99993074},"labels":[],"label_agreement":null},{"id":"W2940497241","doi":"10.1680/jgein.19.00026","title":"Calibration of PET strap pullout models using a statistical approach","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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","funders":"","keywords":"Geosynthetics; Calibration; Reliability (semiconductor); Structural engineering; Geotechnical engineering; Exponential function; Experimental data; Materials science; Mathematics; Statistics; Engineering; Mathematical analysis","score_opus":0.015377985569434986,"score_gpt":0.21796503773913667,"score_spread":0.2025870521697017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940497241","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20974371,0.00001545764,0.784866,0.000009092771,0.00032150783,0.00008400927,0.00007827635,0.00010432253,0.004777659],"genre_scores_gemma":[0.9844541,0.000009536324,0.015342373,0.0000038892204,0.000030392925,0.000003927098,0.0000870135,0.000021431799,0.000047343827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992748,0.000009550088,0.00022857782,0.00011917407,0.00024852526,0.00011938442],"domain_scores_gemma":[0.9997118,0.000030846622,0.000027005482,0.00013505643,0.00005931402,0.00003597977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009162077,0.00009309747,0.00011637048,0.00007786414,0.000010862464,0.000019200907,0.00013216112,0.000052721505,0.0001386614],"category_scores_gemma":[0.000025007932,0.00009846031,0.00003674918,0.000067374225,0.000022623202,0.00010592005,0.000023214683,0.0001070659,0.0000042464817],"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":[0.0000033937636,0.000026133781,0.000048558446,0.00003982631,0.000015635385,4.880381e-7,0.00005673119,0.9641094,0.002479694,0.03282748,0.00001141602,0.00038122523],"study_design_scores_gemma":[0.0001233533,0.000011221978,0.0000654931,0.000017469882,0.000007861272,0.0000108245285,0.000029773102,0.99678427,0.00047608675,0.0022458953,0.00012835709,0.00009939507],"about_ca_topic_score_codex":0.000013857307,"about_ca_topic_score_gemma":9.62412e-7,"teacher_disagreement_score":0.7747104,"about_ca_system_score_codex":0.000048911745,"about_ca_system_score_gemma":0.000013583227,"threshold_uncertainty_score":0.4015095},"labels":[],"label_agreement":null},{"id":"W2967712780","doi":"10.1680/jgein.19.00041","title":"Geosynthetic reinforcement stiffness characterization for MSE wall design","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Royal Military College of Canada","funders":"","keywords":"Stiffness; Ultimate tensile strength; Reinforcement; Structural engineering; Creep; Limit state design; Materials science; Geosynthetics; Tension (geology); Deformation (meteorology); Geotechnical engineering; Composite material; Engineering","score_opus":0.010697974504836026,"score_gpt":0.2041884259357272,"score_spread":0.19349045143089116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2967712780","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11311781,0.00001577694,0.88226444,0.0002984807,0.0019570002,0.00058542093,0.00004466782,0.00047224446,0.0012441741],"genre_scores_gemma":[0.99706113,0.000045199326,0.0013453778,0.00004158789,0.00008800096,0.000097448676,0.00026978788,0.000048933864,0.0010025577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999061,0.000009853907,0.0002792062,0.00018640124,0.00023716113,0.00022640353],"domain_scores_gemma":[0.9994804,0.00007880583,0.000039997652,0.00022025609,0.00012513559,0.000055396496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018170782,0.0001612721,0.00013774249,0.00011214686,0.000033210825,0.000054354765,0.00023651528,0.00010422779,0.0003280457],"category_scores_gemma":[0.000072288436,0.00017073409,0.00006986594,0.00007776215,0.0000152449575,0.00011343744,0.000027202595,0.00009518435,0.00014073246],"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":[0.0000205192,0.000021837946,0.000015683027,0.000050868322,0.00002887007,3.2862712e-7,0.000068545465,0.96583456,0.020091655,0.0055090855,0.0000733036,0.008284751],"study_design_scores_gemma":[0.00032726338,0.000031870746,0.00038071861,0.000042852604,0.000011713844,0.0000034092882,0.000009116803,0.94554514,0.002799162,0.00038860334,0.050255157,0.00020497429],"about_ca_topic_score_codex":0.0000016620797,"about_ca_topic_score_gemma":6.2065516e-7,"teacher_disagreement_score":0.8839433,"about_ca_system_score_codex":0.00011368635,"about_ca_system_score_gemma":0.000013226814,"threshold_uncertainty_score":0.6962334},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9594338,0.0000058259966,0.00004304165,0.0002209786,0.00015445742,0.00020404774,0.000030223166,0.000008427118,0.03989921],"genre_scores_gemma":[0.99821556,0.00006980594,0.0006795138,0.00007105267,0.000017112767,0.000032422435,0.000014170986,0.0000072223816,0.00089316437],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9991574,0.00001245861,0.0002137713,0.0001668772,0.00031489332,0.00013459202],"domain_scores_gemma":[0.99965835,0.000035060286,0.000085192056,0.00018816307,0.0000047412527,0.000028526523],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00014414598,0.00008199387,0.00010155935,0.00003473922,0.000024018285,0.0000062823306,0.00025064664,0.000030704297,0.0045098597],"category_scores_gemma":[0.000010406563,0.00007365929,0.000029551602,0.00007075962,0.00011146152,0.000103262995,0.0002739918,0.00007151558,0.0010166892],"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":[0.000018450519,0.0001833205,0.9841057,0.0000057922484,0.000010627547,3.7251112e-7,0.00016309964,0.0038654322,0.0086654285,0.00022139993,0.00007758015,0.0026827944],"study_design_scores_gemma":[0.00052407,0.000082755396,0.9735859,0.000020329404,0.0000067552346,0.00000518928,0.00006315005,0.0035908688,0.015107274,0.0007112234,0.0061362716,0.00016622266],"about_ca_topic_score_codex":0.00022842002,"about_ca_topic_score_gemma":0.000027825212,"teacher_disagreement_score":0.039006047,"about_ca_system_score_codex":0.00021908862,"about_ca_system_score_gemma":0.0000039444685,"threshold_uncertainty_score":0.99976116},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9466687,0.000015785106,0.000180213,0.0009622129,0.00018571383,0.00018164217,0.00002325017,0.000048077924,0.051734425],"genre_scores_gemma":[0.9947358,0.000023336128,0.0015938202,0.00018407636,0.000044079716,0.000009843925,0.000061151004,0.000020125932,0.0033278093],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986848,0.000028024295,0.00018963192,0.00033453797,0.00045567926,0.00030729227],"domain_scores_gemma":[0.99964076,0.00002903678,0.00006994356,0.00016881336,0.00001174134,0.00007972563],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0001815451,0.00017524973,0.00012254345,0.000033447024,0.00014553369,0.00006714163,0.0001784771,0.00006001408,0.0071871122],"category_scores_gemma":[0.000015281532,0.00012090044,0.000028086728,0.000040119754,0.00014113353,0.00023379667,0.00031818287,0.00012077531,0.00141158],"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":[0.0004051541,0.00075402914,0.58587366,0.00005333768,0.0004262293,0.00005154018,0.0063576475,0.01997504,0.3766222,0.00023920996,0.0038626576,0.0053793225],"study_design_scores_gemma":[0.006583541,0.0018579845,0.44298515,0.00023966475,0.00025592506,0.00046097918,0.001192903,0.20517959,0.18431291,0.0012288396,0.15290187,0.002800657],"about_ca_topic_score_codex":0.0001882085,"about_ca_topic_score_gemma":0.000059326838,"teacher_disagreement_score":0.19230929,"about_ca_system_score_codex":0.00022839045,"about_ca_system_score_gemma":0.000005468115,"threshold_uncertainty_score":0.9993659},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9563603,0.0000037950222,0.00021334637,0.01259272,0.00013298584,0.00012288825,0.00009630689,0.000004350802,0.030473318],"genre_scores_gemma":[0.9988012,0.000009938574,0.00008871661,0.00058087485,0.000017813936,0.0000033300616,0.0000090071735,0.0000059177582,0.0004832201],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989775,0.000058496073,0.00022421485,0.00014696232,0.0004854352,0.00010740671],"domain_scores_gemma":[0.99957114,0.000069314614,0.00013682926,0.00019170689,0.000007910454,0.00002309057],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001957243,0.00008146926,0.000119717275,0.000018722863,0.00006620346,0.000008619174,0.0003833553,0.000023289658,0.008292298],"category_scores_gemma":[0.000104803585,0.000033892607,0.000179598,0.0001375284,0.00022495004,0.00004138572,0.00044021575,0.000081284816,0.00021820002],"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":[0.0001551339,0.00048618985,0.62441456,0.0000216966,0.0027027032,0.000002540081,0.013645726,0.050855067,0.2974117,0.0017741541,0.0052860007,0.0032445244],"study_design_scores_gemma":[0.0005363643,0.0001952451,0.41979977,0.000064135726,0.00096951454,0.000003175004,0.0008156474,0.0660568,0.496667,0.001054475,0.01347896,0.00035891356],"about_ca_topic_score_codex":0.00007110117,"about_ca_topic_score_gemma":0.000010289592,"teacher_disagreement_score":0.2046148,"about_ca_system_score_codex":0.000057179615,"about_ca_system_score_gemma":0.0000014341872,"threshold_uncertainty_score":0.99261427},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93228793,0.000020914045,0.0021205295,0.008397444,0.00023728135,0.000175218,0.00016051323,0.000046501264,0.05655369],"genre_scores_gemma":[0.99774724,0.000031846248,0.00073892315,0.0009415286,0.000076324104,0.000010492933,0.000054067936,0.000019340672,0.00038021203],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9988199,0.000032455595,0.00027509403,0.0002467259,0.0004394879,0.00018636731],"domain_scores_gemma":[0.99951464,0.00006539362,0.00013980195,0.00015969343,0.00001371298,0.00010675478],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009316657,0.00014480992,0.0001396854,0.00002994523,0.000077136116,0.000017069267,0.00031452713,0.000049956154,0.009900121],"category_scores_gemma":[0.000093025235,0.00013100867,0.00008061354,0.00009838821,0.00034614242,0.00015378138,0.0002884579,0.00010481051,0.00072326616],"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":[0.00014522106,0.00064729014,0.062342923,0.000020675112,0.00026218203,0.00001402403,0.0026389465,0.15620811,0.76311713,0.0025102135,0.0054122983,0.0066809854],"study_design_scores_gemma":[0.0026588177,0.0005396394,0.52312785,0.00008396597,0.00024866304,0.000055987646,0.00088100974,0.06579945,0.37421057,0.0047211233,0.026357211,0.0013157539],"about_ca_topic_score_codex":0.00008319976,"about_ca_topic_score_gemma":0.000008621946,"teacher_disagreement_score":0.4607849,"about_ca_system_score_codex":0.00012002881,"about_ca_system_score_gemma":0.000007952716,"threshold_uncertainty_score":0.99100494},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99272317,0.00002188356,0.00007092517,0.0029913036,0.00010142207,0.00014018164,0.000032103846,0.000027132939,0.0038918525],"genre_scores_gemma":[0.9983577,0.00018835322,0.0010929191,0.00025739454,0.000022183845,0.0000061189503,0.000019239786,0.000012425342,0.000043680706],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9989644,0.00003434517,0.0002612009,0.00025436535,0.0003285144,0.00015716733],"domain_scores_gemma":[0.99965525,0.000044441655,0.00010312888,0.00010333782,0.000008605185,0.00008522015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000108826556,0.00012675037,0.00013733616,0.000040154675,0.00003967045,0.0000139923395,0.00017582424,0.00005712407,0.0008826206],"category_scores_gemma":[0.00009174525,0.00011346237,0.000030874475,0.00011314847,0.0001655844,0.00012063901,0.00029453947,0.00012115899,0.00006261437],"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":[0.00010432438,0.00042252283,0.90693575,0.000017714125,0.000037682028,0.00001675855,0.0060048765,0.001699247,0.080582,0.00009006759,0.0003216443,0.0037674205],"study_design_scores_gemma":[0.0012798324,0.00022487674,0.9155028,0.000054398482,0.000060473525,0.000034114793,0.00053281087,0.048370223,0.030940127,0.00032360517,0.0022585508,0.00041820738],"about_ca_topic_score_codex":0.00033958958,"about_ca_topic_score_gemma":0.00003997842,"teacher_disagreement_score":0.049641874,"about_ca_system_score_codex":0.00013554224,"about_ca_system_score_gemma":0.000005619239,"threshold_uncertainty_score":0.96640766},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83703476,0.00019698137,0.001057353,0.0014940294,0.00079352513,0.00013250877,0.0010747889,0.00003542343,0.1581806],"genre_scores_gemma":[0.99755996,0.00013862994,0.0013074253,0.00013028977,0.000041195926,0.000008740797,0.000079255784,0.000011487346,0.00072298665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984987,0.000039349372,0.00023929268,0.00023546883,0.00083700335,0.00015019589],"domain_scores_gemma":[0.9995541,0.000047676127,0.0001110892,0.00020302285,0.000026276595,0.000057813322],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001574631,0.000111619316,0.00013076185,0.000023754048,0.000061336876,0.000020472355,0.00021002865,0.000036165027,0.012984294],"category_scores_gemma":[0.00015873513,0.00010592382,0.00007290658,0.00007866991,0.00016168378,0.00010435504,0.00029715736,0.000068925976,0.00029460673],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035568777,0.00069809554,0.08167587,0.000007849037,0.0003628729,0.000053119726,0.0013499244,0.005693778,0.89108515,0.00017738328,0.0016218104,0.01723859],"study_design_scores_gemma":[0.0008428698,0.000038013823,0.31733266,0.00007437638,0.00007216124,0.000016870543,0.0003320777,0.0007032079,0.66357785,0.0020559942,0.014638781,0.00031513124],"about_ca_topic_score_codex":0.00032054214,"about_ca_topic_score_gemma":0.00027586063,"teacher_disagreement_score":0.23565677,"about_ca_system_score_codex":0.000236244,"about_ca_system_score_gemma":0.000013142794,"threshold_uncertainty_score":0.98791796},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9605383,0.00006209594,0.00005178239,0.00044315637,0.00030117205,0.0000624347,0.00006747927,0.000017181515,0.038456373],"genre_scores_gemma":[0.9979273,0.00009939904,0.0015703692,0.00022979839,0.000024386147,0.0000059846097,0.000008906254,0.000010422958,0.00012343602],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998998,0.000048774662,0.00019407568,0.00021887013,0.00037968316,0.00016062616],"domain_scores_gemma":[0.99958545,0.00012133526,0.00007110117,0.00016790479,0.000010870038,0.000043327604],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016047271,0.00010122852,0.000119709985,0.000035707933,0.00003983451,0.0000116768515,0.00014964218,0.000044097425,0.0014937759],"category_scores_gemma":[0.00022788471,0.00009546829,0.00003937254,0.00011640292,0.00010063184,0.00007753769,0.00023206012,0.00010479987,0.00016204134],"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":[0.00011617703,0.002033535,0.77844536,0.000049885617,0.00011952838,0.00016313825,0.0036230152,0.018278658,0.19150396,0.001058249,0.0016260251,0.002982452],"study_design_scores_gemma":[0.001410458,0.00015059153,0.3413647,0.00014676392,0.00003261985,0.000022897615,0.0002863339,0.0046311514,0.6360783,0.0019214447,0.013476297,0.0004784356],"about_ca_topic_score_codex":0.0000476962,"about_ca_topic_score_gemma":0.000063181265,"teacher_disagreement_score":0.44457433,"about_ca_system_score_codex":0.0002556693,"about_ca_system_score_gemma":0.000012721618,"threshold_uncertainty_score":0.999419},"labels":[],"label_agreement":null},{"id":"W3184684907","doi":"10.1680/jgein.21.00009","title":"Shear strength characteristics of interlocked EPS-block geofoam-sand interface","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"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":"Geotechnical engineering; Bedding; Geology; Shearing (physics); Materials science","score_opus":0.006374238459556698,"score_gpt":0.2121413923086957,"score_spread":0.205767153849139,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184684907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9360851,0.00025474184,0.051116563,0.00024570042,0.0024269428,0.00009039516,0.00021003868,0.00036278815,0.009207716],"genre_scores_gemma":[0.9981504,0.0001295713,0.0010969426,0.0000119149445,0.00009353713,0.0000059837744,0.00007176845,0.00003276866,0.00040713337],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989776,0.000015412836,0.000394182,0.00017253908,0.00024979268,0.000190467],"domain_scores_gemma":[0.99935377,0.00006529057,0.000048349695,0.0002487576,0.00022045342,0.000063381274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010215178,0.00015232635,0.00020189284,0.00008633522,0.00002207485,0.000034128057,0.00022299483,0.00010905252,0.00038308508],"category_scores_gemma":[0.00021411607,0.00016923972,0.000084248786,0.00012351482,0.000044460747,0.00005833934,0.00009245872,0.0002092623,0.000029712819],"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":[0.000067406465,0.00069148303,0.0015486865,0.0005806797,0.0006143655,0.000066279215,0.0016351509,0.79821587,0.09447619,0.0127124395,0.00266868,0.08672279],"study_design_scores_gemma":[0.0006021956,0.00006474656,0.004697722,0.00031732395,0.0000510363,0.00007599415,0.00018491643,0.7978852,0.13363062,0.0005593024,0.061391186,0.00053975824],"about_ca_topic_score_codex":0.0000050518474,"about_ca_topic_score_gemma":0.0000050439085,"teacher_disagreement_score":0.086183034,"about_ca_system_score_codex":0.000065783795,"about_ca_system_score_gemma":0.00002111999,"threshold_uncertainty_score":0.69013953},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9783251,0.00005016598,0.010042596,0.0010150613,0.0007919229,0.00021590028,0.00018600057,0.00005272487,0.009320489],"genre_scores_gemma":[0.9962164,0.00004053919,0.0018261835,0.00011618357,0.00006335585,0.0000139118065,0.000064182605,0.000024758037,0.0016344932],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868554,0.000038337977,0.00022617263,0.0003705573,0.00037397558,0.00030540783],"domain_scores_gemma":[0.9993511,0.0002478533,0.00008390651,0.0001979678,0.000014431583,0.00010477347],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001660164,0.0002025077,0.0001901538,0.000025790883,0.00016895826,0.0000520187,0.00024971733,0.000061696126,0.0038347587],"category_scores_gemma":[0.00021402557,0.00016842503,0.00014714233,0.000058620943,0.00012606966,0.00014312212,0.00028215832,0.00012042882,0.0001332126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019604909,0.0019495786,0.21785317,0.00009486812,0.0005504998,0.000046554196,0.008133482,0.025355957,0.7161426,0.00013617352,0.0034182263,0.026122823],"study_design_scores_gemma":[0.001511752,0.000095357645,0.14210849,0.000074420015,0.00006950146,0.000038627124,0.0007245949,0.007441352,0.80806744,0.00049284165,0.038775742,0.0005998882],"about_ca_topic_score_codex":0.00006582146,"about_ca_topic_score_gemma":0.0000632299,"teacher_disagreement_score":0.09192482,"about_ca_system_score_codex":0.0002657125,"about_ca_system_score_gemma":0.0000065422555,"threshold_uncertainty_score":0.99707586},"labels":[],"label_agreement":null},{"id":"W3208298684","doi":"10.1680/jgein.21.00015a","title":"Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Stiffness; Reinforcement; Limit state design; Serviceability (structure); Structural engineering; Ultimate tensile strength; Geosynthetics; Geotechnical engineering; Materials science; Engineering; Composite material","score_opus":0.012669182853983513,"score_gpt":0.23683913529168138,"score_spread":0.22416995243769786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208298684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9567317,0.000038606682,0.03938712,0.00026310066,0.00050371006,0.00013312514,0.00024089163,0.00020676682,0.002494977],"genre_scores_gemma":[0.99925715,0.00003471994,0.00020272605,0.00003059801,0.000053113163,0.000025387744,0.00007202863,0.000024380694,0.00029991622],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990221,0.000009258632,0.0003066539,0.00016562932,0.00026333143,0.00023302341],"domain_scores_gemma":[0.999196,0.00019551547,0.00003394205,0.00024404815,0.0002707166,0.00005980553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001290211,0.00012708048,0.00015489808,0.000099129094,0.000044673117,0.00002100022,0.00017894707,0.00010549471,0.00012032566],"category_scores_gemma":[0.0007039601,0.00013680545,0.000107514,0.00013894867,0.000050950526,0.000058196754,0.000047810354,0.00013065842,0.000013571941],"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":[0.000009548389,0.000025637646,0.000005393955,0.00003723202,0.000032184595,0.000001313664,0.000028467832,0.9523903,0.0029305227,0.043182906,0.00012856271,0.0012278993],"study_design_scores_gemma":[0.00026195854,0.000022432134,0.0019797548,0.00008280055,0.000021008656,0.0000063612338,0.00001716487,0.98783433,0.0027754882,0.0008168564,0.0060296333,0.00015220845],"about_ca_topic_score_codex":0.0000061814367,"about_ca_topic_score_gemma":0.000005849514,"teacher_disagreement_score":0.04252543,"about_ca_system_score_codex":0.00007487217,"about_ca_system_score_gemma":0.000029140292,"threshold_uncertainty_score":0.55787647},"labels":[],"label_agreement":null},{"id":"W3209342881","doi":"10.1680/jgein.21.00032a","title":"Effect of temperature on the mechanical properties of two polymeric geogrid materials","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"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":"Geogrid; Ultimate tensile strength; Geosynthetics; Materials science; Composite material; Brittleness; Reinforcement; Polypropylene; Composite number; Geotechnical engineering; Geology","score_opus":0.0062437188141703966,"score_gpt":0.20548649365093719,"score_spread":0.19924277483676678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209342881","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802035,0.00012522924,0.00028804754,0.00023847733,0.0006853998,0.00006862046,0.000043967273,0.0000591759,0.00047075364],"genre_scores_gemma":[0.9997464,0.000042406406,0.000044250282,0.000014831386,0.000056864432,0.000013037731,0.000012526631,0.0000152343055,0.0000544768],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934393,0.000048431797,0.000209629,0.000087443885,0.00022258087,0.000087967004],"domain_scores_gemma":[0.99960047,0.00009605934,0.000029868566,0.0001775405,0.00007874923,0.00001729792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002064652,0.000094370436,0.00014584471,0.000034995144,0.000016094164,0.000014700569,0.00015792184,0.000056879413,0.00017198268],"category_scores_gemma":[0.00026511162,0.000062581705,0.0000560904,0.00008035577,0.000032865337,0.000018886376,0.000038236594,0.000101679296,0.0000058251167],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016415435,0.000022992623,0.0000061283804,0.00007174245,0.000038404487,0.0000011651446,0.000029685658,0.06621314,0.9246032,0.008127335,0.000028615526,0.00084117416],"study_design_scores_gemma":[0.00012931826,0.000050646362,0.00004011416,0.00010857209,0.000011836827,0.000006380298,0.000008359388,0.016927201,0.9823699,0.000092857976,0.00019461563,0.00006017153],"about_ca_topic_score_codex":0.0000059180948,"about_ca_topic_score_gemma":0.0000012747751,"teacher_disagreement_score":0.05776672,"about_ca_system_score_codex":0.000017570283,"about_ca_system_score_gemma":0.000009258056,"threshold_uncertainty_score":0.2552008},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931046,0.00005550464,0.000046059176,0.0013091888,0.00024652624,0.00013427321,0.0010179145,0.000016058288,0.0040698736],"genre_scores_gemma":[0.99861616,0.000013374815,0.0005212972,0.00032596473,0.000035548073,0.000030603675,0.000051784813,0.0000144215655,0.00039085903],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987239,0.000050441533,0.00019180276,0.00025900468,0.000605229,0.0001695735],"domain_scores_gemma":[0.9996164,0.000055781853,0.000089642235,0.0001646233,0.0000042620754,0.000069328584],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000123221,0.00012421363,0.00013146643,0.000035606343,0.00021663826,0.000015328305,0.00034520627,0.00002120724,0.004070563],"category_scores_gemma":[0.000030858013,0.0001166501,0.000043249336,0.000076584656,0.00017366494,0.00005322706,0.0014244586,0.0001419215,0.000033909088],"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":[0.00024113542,0.00047118388,0.7526056,0.0000030859185,0.00015193177,0.000032948876,0.0054397103,0.02207838,0.20979683,0.00009387992,0.0030526607,0.0060326504],"study_design_scores_gemma":[0.0004758884,0.000115425704,0.9694578,0.000005125725,0.000023421397,0.000025389703,0.00044318943,0.0005852248,0.015875984,0.0008105625,0.011966602,0.00021536449],"about_ca_topic_score_codex":0.00089388737,"about_ca_topic_score_gemma":0.00006134292,"teacher_disagreement_score":0.21685222,"about_ca_system_score_codex":0.00020210921,"about_ca_system_score_gemma":0.0000045278302,"threshold_uncertainty_score":0.9968399},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9815538,0.000041861254,0.00019014056,0.0013882344,0.0006157631,0.00013977928,0.00047507865,0.000029546038,0.015565825],"genre_scores_gemma":[0.9932862,0.00009017376,0.0006013391,0.00017779134,0.00003884353,0.000017212882,0.00006736141,0.000017512517,0.005703564],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99814624,0.00007880903,0.0002648287,0.00030528448,0.0009786348,0.0002262062],"domain_scores_gemma":[0.9993795,0.00006816413,0.00018255976,0.0002974106,0.000009851424,0.00006247613],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00027107715,0.00014469077,0.00016369682,0.000047239217,0.0002917841,0.000013228151,0.0004960014,0.00003103847,0.012613736],"category_scores_gemma":[0.000058849873,0.00014141884,0.00007049425,0.000120739125,0.00024902672,0.00010442868,0.0014456045,0.00018874137,0.000096682845],"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":[0.0009031145,0.0023971342,0.16200356,0.00005169286,0.0002832836,0.00013312978,0.0033134683,0.06883421,0.7371242,0.0017645069,0.010868884,0.012322844],"study_design_scores_gemma":[0.0018951645,0.0002528512,0.4822269,0.000053111242,0.00007401861,0.000042522104,0.0008645707,0.0017120847,0.4678226,0.005331173,0.03892796,0.0007970119],"about_ca_topic_score_codex":0.0006425793,"about_ca_topic_score_gemma":0.0002276977,"teacher_disagreement_score":0.32022336,"about_ca_system_score_codex":0.00044371583,"about_ca_system_score_gemma":0.000006286405,"threshold_uncertainty_score":0.9882889},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911738,0.00005162281,0.000013244759,0.00026482865,0.00017401252,0.00013319052,0.00006215002,0.000008367732,0.008118795],"genre_scores_gemma":[0.9991501,0.00007670169,0.00011445053,0.00018961723,0.000013793199,0.000083296334,0.000014525433,0.000013408929,0.00034411755],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99875146,0.000052072603,0.00026234394,0.00023125298,0.0004777145,0.0002251355],"domain_scores_gemma":[0.99967706,0.000049188428,0.000080041376,0.00015909123,0.0000024878668,0.000032136166],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00023688553,0.00012322937,0.00014113495,0.000105759624,0.00004749197,0.00000869785,0.00029869648,0.000027380876,0.006657127],"category_scores_gemma":[0.00001831838,0.00011638331,0.00006304873,0.0001265545,0.00015050085,0.00012423086,0.00078449445,0.00017196493,0.000085888714],"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":[0.00009442074,0.00023395664,0.98479134,0.0000048718343,0.000013345327,0.000020915782,0.0005943389,0.012110837,0.0007570905,0.000009780325,0.000026072992,0.0013430151],"study_design_scores_gemma":[0.0004961322,0.00006982163,0.99595946,0.000023188564,0.000005689425,0.000015089786,0.00007139688,0.0019274058,0.0009509266,0.0001345682,0.00021031607,0.00013599411],"about_ca_topic_score_codex":0.00024637557,"about_ca_topic_score_gemma":0.0004524938,"teacher_disagreement_score":0.011168116,"about_ca_system_score_codex":0.0005094974,"about_ca_system_score_gemma":0.0000065683776,"threshold_uncertainty_score":0.9942509},"labels":[],"label_agreement":null},{"id":"W4221057167","doi":"10.1680/jgein.21.00088","title":"Geosynthetic-reinforced embankment in cold regions: observations and numerical simulations","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","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 Laval; University of Manitoba; BGC Engineering (Canada)","funders":"","keywords":"Levee; Permafrost; Geotechnical engineering; Foundation (evidence); Geosynthetics; Finite element method; Geology; Environmental science; Engineering; Structural engineering","score_opus":0.04983766235879324,"score_gpt":0.2535559327831218,"score_spread":0.20371827042432852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221057167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.974252,0.00023327957,0.00048188173,0.007682909,0.0011308921,0.00033973114,0.0094008,0.00005173724,0.0064267726],"genre_scores_gemma":[0.99666506,0.000059426446,0.00017096505,0.0006644218,0.00006918073,0.00001077097,0.0015971586,0.000004872902,0.00075814145],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882144,0.000054004082,0.00025262721,0.00021631867,0.00045077628,0.00020481469],"domain_scores_gemma":[0.99945,0.00021196352,0.00007020682,0.00014558992,0.000053454267,0.00006874118],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022404826,0.00010390783,0.00010677877,0.00016804408,0.0002825348,0.000060105398,0.0002297224,0.000030447543,0.015958281],"category_scores_gemma":[0.00008360973,0.00010960765,0.000037783684,0.00019001107,0.000051534033,0.000121586745,0.000074612566,0.00017762306,0.000029158979],"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":[0.00010238098,0.0001311355,0.5836403,0.000012569788,0.000040996787,0.00005027758,0.0021847114,0.37645632,0.0009815847,0.030738747,0.002486498,0.0031745238],"study_design_scores_gemma":[0.000518056,0.00008515983,0.15747109,0.000017086053,0.0000130788285,0.00005289109,0.0007762351,0.65149015,0.000053956188,0.002066035,0.18718459,0.00027169523],"about_ca_topic_score_codex":0.0014358865,"about_ca_topic_score_gemma":0.0023872007,"teacher_disagreement_score":0.42616916,"about_ca_system_score_codex":0.00003748367,"about_ca_system_score_gemma":0.00004295921,"threshold_uncertainty_score":0.98494124},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9543274,0.000024019984,0.041787747,0.0001275084,0.00030378942,0.00032434438,0.000020244535,0.000008211752,0.003076727],"genre_scores_gemma":[0.99687976,0.000023683519,0.0027786023,0.000026805836,0.000017186227,0.0000210475,0.000003846222,0.000008035647,0.0002410631],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992915,0.00003553086,0.000216864,0.000115009934,0.0002416085,0.000099497986],"domain_scores_gemma":[0.99968106,0.00006949788,0.00008112979,0.00012442583,0.000011701923,0.00003221742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026784546,0.00008542802,0.00010966536,0.00003224607,0.00003398504,0.000011562227,0.00018391194,0.000029232282,0.00028338976],"category_scores_gemma":[0.00005331778,0.00005755275,0.000021840737,0.00003209033,0.00010735551,0.000090810216,0.0001977052,0.000037689813,0.000020963129],"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":[0.0006309192,0.0011484214,0.10287024,0.00008665007,0.00058159395,0.000011489515,0.07031564,0.45331356,0.3603454,0.004073657,0.0011220787,0.0055003716],"study_design_scores_gemma":[0.0012748075,0.0006354836,0.18844767,0.00013642137,0.000106099855,0.000054752374,0.0019843937,0.30599973,0.49916258,0.00025660553,0.0014685381,0.00047292176],"about_ca_topic_score_codex":0.0003727384,"about_ca_topic_score_gemma":0.00000847602,"teacher_disagreement_score":0.14731383,"about_ca_system_score_codex":0.000053330306,"about_ca_system_score_gemma":0.0000018140959,"threshold_uncertainty_score":0.31029192},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9781779,0.000017161414,0.016778618,0.0008952288,0.00035441027,0.00026207906,0.00006321232,0.00003266543,0.003418709],"genre_scores_gemma":[0.9974917,0.00003521235,0.0016340375,0.00021258528,0.000050419556,0.00001812143,0.00004776299,0.00001751096,0.0004926263],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99906206,0.000009374108,0.00016529913,0.00024955033,0.00031909643,0.00019463082],"domain_scores_gemma":[0.9996871,0.000042723455,0.00007246829,0.000119237986,0.000008828954,0.00006966291],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000105695384,0.00013409009,0.000104797975,0.00003207862,0.00017656058,0.00004330344,0.00016102752,0.00004991984,0.0009672683],"category_scores_gemma":[0.00006614744,0.00011684118,0.0000406318,0.000050203158,0.00019214943,0.000121814206,0.00030618254,0.000063262814,0.00018648517],"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":[0.000361668,0.0019349381,0.1900453,0.000032797227,0.00017624453,0.000013816308,0.0058520394,0.01126884,0.76779246,0.0016794581,0.0019439368,0.018898478],"study_design_scores_gemma":[0.020556487,0.0014650279,0.6095939,0.00027740365,0.00031232336,0.00042101397,0.0019931877,0.08800078,0.13203348,0.058079354,0.08440749,0.0028594916],"about_ca_topic_score_codex":0.00007873604,"about_ca_topic_score_gemma":0.000036887843,"teacher_disagreement_score":0.635759,"about_ca_system_score_codex":0.00032830983,"about_ca_system_score_gemma":0.0000047994577,"threshold_uncertainty_score":0.999946},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987374,0.00009894277,0.000008295425,0.0014064857,0.0002610747,0.0001710701,0.00007090543,0.000009644936,0.010599566],"genre_scores_gemma":[0.99905396,0.00005018458,0.000033198106,0.00020275381,0.000018710198,0.00004368372,0.0000028568422,0.0000108517615,0.00058379676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988212,0.00006658689,0.00018351515,0.0001425147,0.00065788743,0.00012828391],"domain_scores_gemma":[0.99952227,0.00014274729,0.00013209756,0.0001769387,0.000004704299,0.00002126584],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017928043,0.00010014254,0.000114996816,0.000032403546,0.0001405216,0.000005606505,0.00045869112,0.000015839118,0.0031982355],"category_scores_gemma":[0.000097590746,0.00006473415,0.00006825667,0.00006300941,0.0003744947,0.00004278178,0.00071156304,0.00010436471,0.000041950858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001560957,0.0008054034,0.034880314,0.000036550417,0.00014196304,0.000006238667,0.0023039463,0.013972014,0.9421406,0.0012882192,0.0013822631,0.0028864334],"study_design_scores_gemma":[0.00028498372,0.00018044516,0.072412685,0.000029867924,0.00002149095,0.000009021467,0.00045337246,0.00034503517,0.9228563,0.0007295661,0.0025512187,0.00012606406],"about_ca_topic_score_codex":0.00045364778,"about_ca_topic_score_gemma":0.000010047166,"teacher_disagreement_score":0.03753237,"about_ca_system_score_codex":0.00008419849,"about_ca_system_score_gemma":0.000003907221,"threshold_uncertainty_score":0.99771297},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94541854,0.000033035245,0.00013601349,0.00044915735,0.0003123822,0.0003530461,0.00031503584,0.00002289731,0.052959874],"genre_scores_gemma":[0.9992055,0.000014876713,0.00012993769,0.000059471684,0.000015056032,0.00004821908,0.000011027035,0.000016287368,0.00049961143],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864215,0.00017449263,0.00020714776,0.0002924951,0.000520118,0.00016362834],"domain_scores_gemma":[0.9994349,0.00017426902,0.00011941415,0.00020645774,0.000002830011,0.00006215724],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005227552,0.00015471129,0.00021028012,0.000035194917,0.00019849029,0.000033773147,0.00065537833,0.000026589716,0.0028238755],"category_scores_gemma":[0.00003776457,0.00012872164,0.00005466272,0.00005355038,0.00020223574,0.00010918635,0.0014884126,0.00015000948,0.00005768028],"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":[0.004211138,0.002179113,0.59498316,0.00031544574,0.000834183,0.00012785853,0.007124473,0.049615618,0.16637991,0.0029738229,0.009588841,0.16166644],"study_design_scores_gemma":[0.0075555956,0.0061343405,0.33584526,0.00031608623,0.00024932052,0.00033198626,0.001816884,0.016522326,0.5914753,0.00089218176,0.03743165,0.0014290975],"about_ca_topic_score_codex":0.0006244905,"about_ca_topic_score_gemma":0.000022307084,"teacher_disagreement_score":0.42509538,"about_ca_system_score_codex":0.00027958798,"about_ca_system_score_gemma":0.0000033906977,"threshold_uncertainty_score":0.9980877},"labels":[],"label_agreement":null},{"id":"W4313404037","doi":"10.1680/jgein.22.00298","title":"Freeze-thaw behavior of geocell-reinforced bases considering different fines contents","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"University of Victoria","funders":"","keywords":"Frost heaving; Geotechnical engineering; Geosynthetics; Stiffness; Settlement (finance); Environmental science; Bearing capacity; Frost (temperature); Bearing (navigation); Geology; Materials science; Composite material; Computer science","score_opus":0.013129184270321866,"score_gpt":0.2043368007721698,"score_spread":0.19120761650184795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313404037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874222,0.00006667982,0.008427232,0.00006310932,0.0013343116,0.00013481689,0.00026226096,0.00024282925,0.0020465343],"genre_scores_gemma":[0.99926436,0.000022082992,0.00014759228,0.00001557404,0.00003424932,0.00007930631,0.00009019782,0.000025410649,0.00032125594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990735,0.000012026724,0.00029858993,0.00012044499,0.0003432125,0.00015224188],"domain_scores_gemma":[0.999609,0.00006711899,0.00004600485,0.00016809776,0.00006646647,0.000043346976],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006913193,0.00012841387,0.00015079674,0.00011473148,0.000055590288,0.000014775661,0.00023163565,0.00003727593,0.0010837133],"category_scores_gemma":[0.000077723416,0.00013846913,0.00008164305,0.00006816787,0.00003351926,0.00003927166,0.00012775163,0.00016432218,0.0000046776963],"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":[0.000007363812,0.000049827857,0.001959663,0.00002683882,0.00003297963,0.0000056239464,0.00008015016,0.9755197,0.018167777,0.0026574165,0.0002077036,0.00128495],"study_design_scores_gemma":[0.00071614305,0.00008916642,0.007893671,0.00004763982,0.000050993956,0.00004299443,0.00026943267,0.9332114,0.045353636,0.00025951833,0.011658498,0.0004069055],"about_ca_topic_score_codex":0.00005030707,"about_ca_topic_score_gemma":0.000010837511,"teacher_disagreement_score":0.04230831,"about_ca_system_score_codex":0.00006491799,"about_ca_system_score_gemma":0.000006498587,"threshold_uncertainty_score":0.9998294},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99126446,0.0000049332616,0.00026308448,0.00040159884,0.0004109361,0.00021189416,0.00013999485,0.000014026983,0.0072890874],"genre_scores_gemma":[0.99786496,0.00001193265,0.0008725699,0.00012246994,0.0000316492,0.000094216455,0.00008148732,0.000011486575,0.0009092514],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99897265,0.000027873106,0.0002277599,0.00019947636,0.00041052443,0.0001616903],"domain_scores_gemma":[0.999635,0.00007367218,0.00011459048,0.00013574405,0.000011660157,0.00002934491],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00031998917,0.00009569976,0.00010908931,0.0000336147,0.00017566912,0.000008799606,0.00025943373,0.000020519801,0.003131278],"category_scores_gemma":[0.000057500114,0.00008781436,0.00006598367,0.000048051857,0.0001511866,0.000120879595,0.00040589873,0.00007321042,0.000021697253],"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":[0.00044941777,0.0010029756,0.91017985,0.000046309826,0.00009701691,0.000002255312,0.0027800961,0.036170516,0.031163383,0.0001680468,0.0014165177,0.01652361],"study_design_scores_gemma":[0.0032566069,0.0013261854,0.651252,0.000036427056,0.000085625696,0.000053288433,0.001141214,0.19791034,0.08294789,0.0007561716,0.060416173,0.0008181099],"about_ca_topic_score_codex":0.00008440161,"about_ca_topic_score_gemma":0.000012535973,"teacher_disagreement_score":0.25892788,"about_ca_system_score_codex":0.00036898113,"about_ca_system_score_gemma":0.000004513405,"threshold_uncertainty_score":0.99777997},"labels":[],"label_agreement":null},{"id":"W4318478510","doi":"10.1680/jgein.22.00310","title":"Compressive and shear response of fibre-reinforced backfill: impact of field temperature","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Tailings Management and Properties","field":"Engineering","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":"Isothermal process; Curing (chemistry); Materials science; Composite material; Compressive strength; Microstructure; Thermodynamics","score_opus":0.009463290006455648,"score_gpt":0.2417153559276645,"score_spread":0.23225206592120884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318478510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969065,0.000057127538,0.00007449094,0.00014363478,0.00019767026,0.000054648586,0.00005984721,0.000060278733,0.0024457618],"genre_scores_gemma":[0.9986594,0.00009458285,0.000114330884,0.000008782734,0.000025788928,0.0000023399211,0.000015457086,0.000009780175,0.0010695518],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995713,0.000011291319,0.00014791489,0.00006104685,0.00012672573,0.00008169151],"domain_scores_gemma":[0.99967015,0.0001247571,0.00003346991,0.000094007446,0.00005818106,0.000019412337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010656297,0.000070616916,0.000096645905,0.00013075782,0.000013471896,0.000014795443,0.00011888766,0.00004434889,0.00019124083],"category_scores_gemma":[0.00010757604,0.000059807586,0.000053017615,0.00007425207,0.000031982578,0.000056325258,0.00006139016,0.00006568196,0.000009573783],"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":[0.0014293353,0.000022724158,0.0039579496,0.0003132308,0.00066947786,0.000019028475,0.0032879314,0.3673248,0.58913046,0.0037356678,0.0232991,0.0068102884],"study_design_scores_gemma":[0.0012939981,0.00060330896,0.06740925,0.00050726894,0.00005249646,0.000014295917,0.00069820345,0.47109228,0.4475215,0.00084477646,0.009429068,0.00053353375],"about_ca_topic_score_codex":0.000017180544,"about_ca_topic_score_gemma":8.5849166e-7,"teacher_disagreement_score":0.14160894,"about_ca_system_score_codex":0.000011119106,"about_ca_system_score_gemma":0.0000075088224,"threshold_uncertainty_score":0.24388826},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9237822,0.00001243695,0.00005884367,0.00059284613,0.00053041475,0.00017906088,0.00004579256,0.0000773256,0.07472106],"genre_scores_gemma":[0.99732465,0.00010301387,0.00007577309,0.00011225601,0.000040915147,0.000025976271,0.000028366088,0.000021401185,0.0022676294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998628,0.000058693484,0.0001913582,0.00026246058,0.00058563036,0.00027381437],"domain_scores_gemma":[0.99936867,0.00026609292,0.00008529856,0.00023210389,0.0000029508005,0.000044890403],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00033836006,0.00016351316,0.00017729827,0.000051724743,0.00008459449,0.0000147267665,0.00031701036,0.00005081297,0.0025314507],"category_scores_gemma":[0.00016175128,0.00012787597,0.0001470314,0.00017086245,0.00023405772,0.000109629655,0.00038747606,0.00010925795,0.0030092276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002112698,0.0019306204,0.35280535,0.00032183874,0.0013738105,0.00037404723,0.009983956,0.08389013,0.38775277,0.0027758186,0.08182773,0.07485123],"study_design_scores_gemma":[0.0042934124,0.0032356025,0.100152284,0.00022977089,0.00018311165,0.0000811829,0.00018434093,0.010576066,0.8106831,0.0041372064,0.06511839,0.0011255824],"about_ca_topic_score_codex":0.0001539667,"about_ca_topic_score_gemma":0.000017223208,"teacher_disagreement_score":0.4229303,"about_ca_system_score_codex":0.00014440871,"about_ca_system_score_gemma":0.0000023949976,"threshold_uncertainty_score":0.99838036},"labels":[],"label_agreement":null},{"id":"W4364361616","doi":"10.1680/jgein.22.00351","title":"Strain assessment of polyethylene pipes in dense sand subjected to axial displacement","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","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":"Memorial University of Newfoundland","funders":"","keywords":"Geotechnical engineering; Materials science; Polyethylene; Displacement (psychology); Shear stress; Stress (linguistics); Geogrid; Geosynthetics; Mechanics; High-density polyethylene; Composite material; Structural engineering; Geology; Engineering","score_opus":0.008572700803367648,"score_gpt":0.2623178787122202,"score_spread":0.25374517790885254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4364361616","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9710626,0.000015923628,0.024444245,0.00036585552,0.00086072413,0.00011154819,0.00014814509,0.00022471706,0.0027662294],"genre_scores_gemma":[0.9981026,0.000027154845,0.0015899836,0.000013011824,0.00005604962,0.000016513066,0.000043513384,0.000017587603,0.00013357202],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915147,0.000010581573,0.00024363515,0.00012584218,0.00027679888,0.00019164532],"domain_scores_gemma":[0.9997076,0.000064080195,0.000017506965,0.0001257843,0.000032203105,0.00005286755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014811243,0.00010934375,0.00012562975,0.00027081813,0.000013543294,0.000019485573,0.00018243463,0.000060881513,0.000109346336],"category_scores_gemma":[0.000065888,0.00011252172,0.000040901,0.00022099803,0.000016825743,0.000025893227,0.000052352447,0.00013585523,0.000009437117],"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":[0.00001217729,0.000030994113,0.0006023645,0.00003213674,0.000044426786,0.000011200377,0.000161774,0.87879604,0.10850136,0.006762338,0.00032569934,0.004719507],"study_design_scores_gemma":[0.0011845019,0.00013584523,0.31175104,0.00020567115,0.000020083926,0.000015465766,0.00021766013,0.6387095,0.032168668,0.005055835,0.009931749,0.00060399505],"about_ca_topic_score_codex":0.00002778079,"about_ca_topic_score_gemma":0.00005656518,"teacher_disagreement_score":0.31114867,"about_ca_system_score_codex":0.00008966413,"about_ca_system_score_gemma":0.000015692613,"threshold_uncertainty_score":0.45885023},"labels":[],"label_agreement":null},{"id":"W4364361670","doi":"10.1680/jgein.22.00333","title":"Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","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":"Heap leaching; Asphalt; Geomembrane; Materials science; Leaching (pedology); Ultimate tensile strength; Dissolution; Metallurgy; Copper; Composite material; Chemical engineering; Environmental science; Engineering","score_opus":0.012212356294647706,"score_gpt":0.2504170121685568,"score_spread":0.23820465587390907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4364361670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933804,0.000026702539,0.0020943866,0.0002664999,0.00031795673,0.0002453299,0.000049559178,0.00019058678,0.0034285323],"genre_scores_gemma":[0.9991228,0.00009545053,0.00027345418,0.000010366392,0.0000912289,0.00013869314,0.00015897385,0.000017067241,0.00009197169],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989447,0.00001224284,0.00036636874,0.00015593815,0.00034472428,0.00017601046],"domain_scores_gemma":[0.9995529,0.00008946235,0.000044093835,0.00020145894,0.00008147294,0.000030583542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034321885,0.000100443496,0.00012119473,0.00022089217,0.000018785666,0.00001072565,0.00024427747,0.00006618343,0.00022616837],"category_scores_gemma":[0.000071383554,0.00011207593,0.000044162858,0.00029552926,0.000057080808,0.000101321835,0.00005230665,0.00012735851,0.0001824287],"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":[0.000049649858,0.00053214084,0.09836594,0.0005904118,0.00014440465,0.000006739367,0.0018586227,0.56947285,0.2394424,0.009042678,0.0011676372,0.07932654],"study_design_scores_gemma":[0.0006680097,0.000017266415,0.0464451,0.00006775398,0.000015474765,0.0000073450356,0.00020991947,0.83867216,0.10164798,0.003046954,0.008883852,0.00031814762],"about_ca_topic_score_codex":0.0000077957075,"about_ca_topic_score_gemma":0.000019043886,"teacher_disagreement_score":0.26919934,"about_ca_system_score_codex":0.00012092476,"about_ca_system_score_gemma":0.000020541176,"threshold_uncertainty_score":0.45703238},"labels":[],"label_agreement":null},{"id":"W4381190646","doi":"10.1680/jgein.22.00385","title":"Bearing capacity of footings on geosynthetic-reinforced soils under combined loading","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Royal Military College of Canada","funders":"","keywords":"Embedment; Geosynthetics; Bearing capacity; Geotechnical engineering; Limit analysis; Reinforcement; Eccentricity (behavior); Ultimate tensile strength; Structural engineering; Finite element method; Bearing (navigation); Ultimate load; Geology; Foundation (evidence); Materials science; Engineering; Composite material; Computer science","score_opus":0.018639306781540153,"score_gpt":0.21935352212140596,"score_spread":0.2007142153398658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381190646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96647954,0.0000055842925,0.021436967,0.00021881975,0.0011039568,0.000115794086,0.00003576991,0.00096951396,0.009634078],"genre_scores_gemma":[0.99933064,0.000026013675,0.00019134655,0.000019617331,0.000057172292,0.000012684121,0.000035386885,0.000041781906,0.0002853533],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883014,0.00001091977,0.00034206893,0.00016992232,0.0003777802,0.00026919448],"domain_scores_gemma":[0.999402,0.00015575934,0.000050784714,0.00023332836,0.0000923444,0.00006579616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025375283,0.00016546246,0.0001783482,0.00026721237,0.000049213566,0.000030551208,0.00027092468,0.00011751315,0.000087329274],"category_scores_gemma":[0.00024525815,0.00017877131,0.00009702798,0.00026096404,0.000052006482,0.000064638574,0.000062643245,0.0002113653,0.0001089496],"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":[0.0000069328353,0.000011696818,0.000027319711,0.000035449597,0.00003456377,0.0000010298108,0.000128314,0.95707583,0.011185449,0.030128911,0.000086457854,0.0012780424],"study_design_scores_gemma":[0.00026483453,0.000045109555,0.0011418276,0.000119484605,0.000010307873,0.000002930228,0.000057959613,0.9700934,0.025406888,0.001762088,0.00089556235,0.00019957319],"about_ca_topic_score_codex":0.000019694828,"about_ca_topic_score_gemma":0.0000037820726,"teacher_disagreement_score":0.03285113,"about_ca_system_score_codex":0.00009047824,"about_ca_system_score_gemma":0.000008641958,"threshold_uncertainty_score":0.72900826},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9595143,0.0001460485,0.0007081194,0.0044781887,0.00029882355,0.00018741965,0.00019129885,0.000118349606,0.03435746],"genre_scores_gemma":[0.99462545,0.00073568994,0.00023277749,0.0005532968,0.000041365787,0.0000127915255,0.0000986723,0.000026290765,0.0036736755],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99854296,0.00002953837,0.00019608403,0.00037752537,0.0005260376,0.00032786676],"domain_scores_gemma":[0.99956447,0.00008379739,0.00007014529,0.00019502187,0.0000043080036,0.00008225036],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023046158,0.00018231675,0.00014621817,0.000034105877,0.00017120464,0.000059559392,0.00025223242,0.00006990837,0.0025092424],"category_scores_gemma":[0.000080230835,0.00016802884,0.00005437229,0.00013567445,0.0003813344,0.00023094955,0.00055323885,0.00013004994,0.0011877409],"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":[0.00012323116,0.0007264512,0.11115548,0.000074527095,0.00046491442,0.00021235904,0.0069611315,0.014291222,0.60933316,0.0010686897,0.2429038,0.01268504],"study_design_scores_gemma":[0.003509965,0.0002827679,0.08504001,0.00011083981,0.00011433719,0.00014453361,0.0015418385,0.02974604,0.06547795,0.021413742,0.7908208,0.0017971769],"about_ca_topic_score_codex":0.00046070025,"about_ca_topic_score_gemma":0.000032099942,"teacher_disagreement_score":0.547917,"about_ca_system_score_codex":0.00018164476,"about_ca_system_score_gemma":0.0000035332796,"threshold_uncertainty_score":0.9995899},"labels":[],"label_agreement":null},{"id":"W4385070349","doi":"10.1680/jgein.23.00026","title":"Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Relative humidity; Degree of saturation; Environmental science; Geotechnical engineering; Humidity; Soil water; Soil science; Geology; Hydrology (agriculture); Meteorology; Geography","score_opus":0.0170472952024824,"score_gpt":0.22688900946384286,"score_spread":0.20984171426136045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385070349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9032718,0.000018264333,0.08945303,0.00023386799,0.0004531821,0.00009675769,0.000033797372,0.00031611594,0.0061231647],"genre_scores_gemma":[0.99951094,0.00009612369,0.00011341817,0.000010249121,0.000026687883,0.000023667542,0.00007131314,0.00002315162,0.00012446464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913263,0.000010957211,0.0003419828,0.00011840297,0.00021017788,0.00018586463],"domain_scores_gemma":[0.9996813,0.00008583622,0.000025687797,0.00013357236,0.000040687475,0.000032893335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001637473,0.00010087363,0.00014088293,0.00030958836,0.000012033754,0.00001063409,0.0001735472,0.00009399192,0.00006880122],"category_scores_gemma":[0.000075256445,0.000112538946,0.000050256043,0.00037655717,0.000024407767,0.00006146294,0.0000339748,0.00018040086,0.000043308282],"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":[0.000002814578,0.00001264586,0.00009040685,0.000018152617,0.000007563859,0.0000038224707,0.00019413166,0.9945446,0.0009156886,0.0038288382,0.000027079299,0.0003542097],"study_design_scores_gemma":[0.00020214639,0.00000762982,0.0011844283,0.00006458148,0.000002218251,0.0000018629553,0.000036938618,0.99533576,0.0010417427,0.0017630828,0.00025285638,0.00010674163],"about_ca_topic_score_codex":0.00007519081,"about_ca_topic_score_gemma":0.000026269463,"teacher_disagreement_score":0.0962391,"about_ca_system_score_codex":0.000081966566,"about_ca_system_score_gemma":0.0000126226305,"threshold_uncertainty_score":0.4589205},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917371,0.000009804647,0.000070448696,0.00085257145,0.00019309702,0.00013977237,0.000059111328,0.000042280968,0.006895798],"genre_scores_gemma":[0.99847156,0.00015999435,0.00030847284,0.000055650937,0.000024268875,0.000018112987,0.000033083237,0.000019708137,0.0009091303],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99865717,0.000028851671,0.00025145174,0.00026664697,0.000542554,0.00025335452],"domain_scores_gemma":[0.9995934,0.0000646979,0.000104088744,0.00018612767,0.0000084645535,0.000043235817],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022869112,0.00014182106,0.00015978063,0.000107725435,0.00005032655,0.000014326733,0.00024880323,0.000047256428,0.002517874],"category_scores_gemma":[0.000055002103,0.000114398295,0.000040917254,0.00023544383,0.00029062026,0.00016598887,0.0002803104,0.000095626565,0.00056582544],"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":[0.00016898249,0.0003405633,0.90259063,0.000023419982,0.000066785986,0.000050879098,0.0011886762,0.034079164,0.056639705,0.000582389,0.00057474914,0.0036940554],"study_design_scores_gemma":[0.0007996749,0.00010236434,0.97705823,0.00005216424,0.000011955522,0.00001962905,0.0002189668,0.0020998642,0.0153634865,0.0013856322,0.002651897,0.00023614796],"about_ca_topic_score_codex":0.0006036403,"about_ca_topic_score_gemma":0.00029748562,"teacher_disagreement_score":0.074467584,"about_ca_system_score_codex":0.00015821632,"about_ca_system_score_gemma":0.0000048276297,"threshold_uncertainty_score":0.99839395},"labels":[],"label_agreement":null},{"id":"W4386291509","doi":"10.1680/jgein.23.00078","title":"Investigating the effect of temperature and water freezing on the response of geogrid composite","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"McGill University","funders":"","keywords":"Geosynthetics; Geogrid; Ultimate tensile strength; Materials science; Composite material; Composite number; Geotechnical engineering; Moisture; Water content; Reinforcement; Geology","score_opus":0.006067966135294176,"score_gpt":0.20437521342205955,"score_spread":0.19830724728676538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386291509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984373,0.000021273408,0.000085770596,0.0009028969,0.00020182026,0.00007589422,0.00001819872,0.000080472855,0.0001764013],"genre_scores_gemma":[0.9998669,0.000013636871,0.00002239489,0.000014817302,0.000025453326,0.000009160973,0.00001015663,0.000011714334,0.000025782421],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994721,0.000056173474,0.00014468512,0.00006465789,0.00017456853,0.000087857115],"domain_scores_gemma":[0.9991608,0.00064261776,0.000018430228,0.00013200124,0.000031057927,0.000015094699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064434035,0.0000736567,0.00008027875,0.00005774909,0.000043398897,0.000015636084,0.00014932592,0.00004429983,0.000009933126],"category_scores_gemma":[0.00033234336,0.000037412217,0.000032390104,0.00009016153,0.000072176226,0.000016622596,0.000051119867,0.0001448081,0.000004809104],"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":[0.000022398393,0.000002929581,0.00055347726,0.00004225033,0.000030894378,5.1739545e-7,0.00042377686,0.6633137,0.33406937,0.0008319387,0.00013162715,0.000577159],"study_design_scores_gemma":[0.00017276805,0.0000859384,0.008316014,0.00016108513,0.000013263478,0.0000044417657,0.00005185085,0.438695,0.5513349,0.0003169232,0.00075999263,0.000087805034],"about_ca_topic_score_codex":0.000004877998,"about_ca_topic_score_gemma":8.11997e-7,"teacher_disagreement_score":0.22461867,"about_ca_system_score_codex":0.000010471538,"about_ca_system_score_gemma":0.0000019671966,"threshold_uncertainty_score":0.1525626},"labels":[],"label_agreement":null},{"id":"W4386417343","doi":"10.1680/jgein.23.00067","title":"Probabilistic analysis for the reinforced fill over void problem","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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; Royal Military College of Canada","funders":"","keywords":"Probabilistic logic; Stiffness; Limit state design; Geosynthetics; Void (composites); Structural engineering; Reinforcement; Ultimate tensile strength; Computer science; Geotechnical engineering; Engineering; Materials science","score_opus":0.012114642105400373,"score_gpt":0.229265825634087,"score_spread":0.21715118352868665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386417343","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09409324,0.000098131575,0.8877011,0.0028191365,0.0024292008,0.0011667028,0.0003629058,0.0030375451,0.008292031],"genre_scores_gemma":[0.99801964,0.00004202906,0.00035914514,0.000019649522,0.00009359399,0.00016579217,0.00013456747,0.000024446339,0.0011411329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999279,0.0000048396473,0.00020262081,0.00012554778,0.00020767243,0.00018029538],"domain_scores_gemma":[0.99945474,0.00020210644,0.0000222576,0.00020237753,0.000086794666,0.000031739957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022419251,0.000100390396,0.00009998738,0.00015547477,0.00006095437,0.00004702657,0.00024328261,0.00006238406,0.00011218562],"category_scores_gemma":[0.00023510559,0.00007933267,0.00013397072,0.00048563856,0.0000208832,0.000039954895,0.00003595947,0.00009231543,0.00003780519],"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":[0.0000027897988,0.000003053131,0.000029205983,0.00001939845,0.00016501431,2.7349498e-7,0.00006973505,0.9896049,0.00015151237,0.0077101593,0.00096932694,0.0012746372],"study_design_scores_gemma":[0.000101859645,0.000008138777,0.0012907068,0.000007486945,0.00008089131,6.6402447e-7,0.000022061502,0.9641488,0.000112397065,0.0011931169,0.032934703,0.00009912925],"about_ca_topic_score_codex":0.000009994137,"about_ca_topic_score_gemma":0.000023085495,"teacher_disagreement_score":0.9039264,"about_ca_system_score_codex":0.00005478834,"about_ca_system_score_gemma":0.0000070565943,"threshold_uncertainty_score":0.32350925},"labels":[],"label_agreement":null},{"id":"W4386417384","doi":"10.1680/jgein.23.00056","title":"Filtration behaviour of staple fibre geotextiles under unequal biaxial tensile strains","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Geotextile; Materials science; Ultimate tensile strength; Geosynthetics; Clogging; Composite material; Tensile strain; Filtration (mathematics); Permeability (electromagnetism); Geotechnical engineering; Membrane; Geology; Mathematics; Chemistry","score_opus":0.0163456083211435,"score_gpt":0.23350219017617257,"score_spread":0.21715658185502906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386417384","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9659163,0.00001732484,0.02967188,0.00020333886,0.0010541027,0.000102390164,0.0003323109,0.0006919002,0.0020104896],"genre_scores_gemma":[0.99907154,0.000038819217,0.00021457073,0.000007163542,0.00009593958,0.000010209376,0.00030040334,0.000028473454,0.00023289715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912417,0.000009982662,0.00026526206,0.00013033222,0.00029736664,0.00017288871],"domain_scores_gemma":[0.99962,0.000047137422,0.00003248996,0.00015202875,0.000104597726,0.000043744938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012629386,0.00011327843,0.00011375953,0.00015878153,0.00003064659,0.000023700095,0.00016349979,0.000104598264,0.00020080913],"category_scores_gemma":[0.00008540029,0.0001228636,0.00006579797,0.0002003131,0.000037501955,0.0000740637,0.000035091205,0.000121778794,0.000051388703],"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":[0.0000021593241,0.000020870944,0.00008468327,0.000017430075,0.00001829776,0.0000016425487,0.00011655803,0.9844239,0.007333405,0.005024561,0.0004988601,0.002457666],"study_design_scores_gemma":[0.00019690259,0.00003336527,0.013746169,0.00003568115,0.000012909414,0.0000034015134,0.00021294774,0.9788754,0.0035647745,0.0014598026,0.0016814976,0.00017717414],"about_ca_topic_score_codex":0.000023317087,"about_ca_topic_score_gemma":0.000025644184,"teacher_disagreement_score":0.033155262,"about_ca_system_score_codex":0.000045868215,"about_ca_system_score_gemma":0.000016889622,"threshold_uncertainty_score":0.50102323},"labels":[],"label_agreement":null},{"id":"W4386834016","doi":"10.1680/jgein.22.00359","title":"Durability of geogrid in a sloped reinforced soil wall after 25 years in service","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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 British Columbia","funders":"","keywords":"Serviceability (structure); Geogrid; Durability; Geosynthetics; Geotechnical engineering; Mechanically stabilized earth; Reinforcement; Limit state design; Geotextile; Creep; Structural engineering; Deflection (physics); Retaining wall; Geology; Materials science; Engineering; Composite material","score_opus":0.006747122902205357,"score_gpt":0.20488056868761378,"score_spread":0.19813344578540842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386834016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99774694,0.000012966954,0.00036508712,0.00025404096,0.00027828067,0.00008217276,0.000020759308,0.00016452423,0.0010752281],"genre_scores_gemma":[0.99966353,0.000048236117,0.00007774278,0.000022991657,0.000016773572,0.000033909746,0.000033536955,0.00001663821,0.0000866232],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991853,0.000011137354,0.0003178825,0.0001225594,0.0001961234,0.00016698278],"domain_scores_gemma":[0.99968374,0.00005388817,0.000019656803,0.00016178684,0.000053260206,0.000027669103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002451175,0.00008709247,0.00012193754,0.000246422,0.0000042258953,0.000009599634,0.00017372075,0.00008956419,0.00008900934],"category_scores_gemma":[0.00013441527,0.00010112485,0.000036176643,0.00042521683,0.000016301512,0.000057795118,0.00005457713,0.00015060834,0.00004762896],"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":[0.000011152091,0.000012570768,0.00193412,0.000052064763,0.000005598652,0.0000066756024,0.00032714335,0.99567765,0.0006495597,0.00035554724,0.000017026605,0.000950878],"study_design_scores_gemma":[0.00025641263,0.0000062482404,0.14251494,0.00006707143,0.0000017470636,0.000001108373,0.000027864782,0.85529923,0.0003049963,0.0003271536,0.0010913718,0.00010187109],"about_ca_topic_score_codex":0.00017056138,"about_ca_topic_score_gemma":0.00050300424,"teacher_disagreement_score":0.14058082,"about_ca_system_score_codex":0.00008685803,"about_ca_system_score_gemma":0.000011673266,"threshold_uncertainty_score":0.41237518},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96409726,0.0000146428865,0.000031550822,0.0010266447,0.00045797246,0.00017289288,0.00034343023,0.000022678047,0.033832952],"genre_scores_gemma":[0.9951905,0.000067567395,0.00039787038,0.000039928997,0.000020851683,0.000010891204,0.000008934943,0.000011470588,0.0042519853],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986515,0.00003646718,0.00027488437,0.00018481647,0.0006877414,0.00016458271],"domain_scores_gemma":[0.9993475,0.000097794444,0.00020734502,0.00030320237,0.000014022318,0.000030150073],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017702016,0.000109790955,0.00013888004,0.00003425824,0.0000744988,0.00000862756,0.00052267476,0.000039955146,0.0013952843],"category_scores_gemma":[0.00010515354,0.00007600911,0.000090559966,0.00017288793,0.00037380942,0.00007035772,0.0005894309,0.00008417789,0.00005898866],"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":[0.00005622721,0.0005169629,0.7357766,0.000067816094,0.00018753574,0.0000076114725,0.0012865027,0.045196433,0.20915316,0.00078099413,0.005130174,0.0018399673],"study_design_scores_gemma":[0.00028633932,0.000014519658,0.9645007,0.000048962578,0.000014402286,0.0000013031773,0.00012452505,0.003139239,0.028216517,0.0004684549,0.0030877718,0.000097254495],"about_ca_topic_score_codex":0.00008240791,"about_ca_topic_score_gemma":0.00012775716,"teacher_disagreement_score":0.2287241,"about_ca_system_score_codex":0.00010711711,"about_ca_system_score_gemma":0.000007721496,"threshold_uncertainty_score":0.99951756},"labels":[],"label_agreement":null},{"id":"W4387457345","doi":"10.1680/jgein.23.00095","title":"Modular polymer stormwater collection structure response to one-week design-truck load","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Urban Stormwater Management Solutions","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":"Creep; Truck; Geotechnical engineering; Structural engineering; Axle; Geosynthetics; Mechanically stabilized earth; Environmental science; Geology; Engineering; Materials science; Composite material; Retaining wall; Automotive engineering","score_opus":0.02488149033286732,"score_gpt":0.23660867279813788,"score_spread":0.21172718246527056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387457345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9568557,0.000008395239,0.031063993,0.0054131835,0.0015454583,0.00047566596,0.00010845667,0.00029486217,0.004234265],"genre_scores_gemma":[0.95987993,0.0000053644567,0.003211126,0.00040136516,0.00009372471,0.000045676967,0.00003124028,0.000032969463,0.036298584],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979261,0.00012216205,0.00023815723,0.0004315477,0.0009054425,0.0003765665],"domain_scores_gemma":[0.9993648,0.0000654581,0.00006194269,0.0003460536,0.000036557096,0.00012522271],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00047469875,0.00017602804,0.000113008384,0.00023409065,0.00022345386,0.00008593281,0.00050331675,0.00007909118,0.0065009487],"category_scores_gemma":[0.00013149444,0.00018136666,0.000063630556,0.00050565903,0.00009610725,0.00020080242,0.00050207204,0.0001301454,0.005473359],"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":[0.0015642961,0.00037787427,0.008508,0.000008182197,0.00023273999,0.00006492275,0.0044377507,0.096340135,0.7065345,0.0008708532,0.17682773,0.004233003],"study_design_scores_gemma":[0.0017498164,0.00058985106,0.23811814,0.000061269006,0.000121132216,0.000047550453,0.00032723587,0.06608011,0.14768012,0.010688142,0.5330478,0.0014888524],"about_ca_topic_score_codex":0.00020173886,"about_ca_topic_score_gemma":0.00013041777,"teacher_disagreement_score":0.5588544,"about_ca_system_score_codex":0.00090640766,"about_ca_system_score_gemma":0.000023830808,"threshold_uncertainty_score":0.995301},"labels":[],"label_agreement":null},{"id":"W4388705393","doi":"10.1680/jgein.23.00070","title":"Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Western University","funders":"","keywords":"Geosynthetics; Centrifuge; Geotechnical engineering; Bending moment; Structural engineering; Factor of safety; Slip (aerodynamics); Geology; Engineering","score_opus":0.033284744918974866,"score_gpt":0.2865300800548341,"score_spread":0.25324533513585923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388705393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928527,0.000020487183,0.0033941525,0.000077929835,0.0005386584,0.00015496096,0.000064867054,0.0005111688,0.002385071],"genre_scores_gemma":[0.9991555,0.000053036772,0.0005117127,0.0000060386933,0.00002995799,0.00002233332,0.00006626481,0.000026479736,0.00012867445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882096,0.000017431064,0.00038095648,0.00017799504,0.00038844222,0.0002142254],"domain_scores_gemma":[0.99942076,0.0001125867,0.000049561706,0.00022230615,0.00012959201,0.000065208755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046918128,0.00013516888,0.0001623084,0.00015168496,0.000039846145,0.000025566516,0.0001785853,0.00009261295,0.0002428713],"category_scores_gemma":[0.00039364252,0.00014705904,0.000053963155,0.00021812828,0.0000659854,0.00007615989,0.0000816356,0.00012389672,0.000031369174],"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":[0.000014930764,0.000026776,0.0010822224,0.00015260188,0.000081643106,0.0000026410844,0.00043263764,0.9285849,0.050597098,0.002832803,0.000120902696,0.016070899],"study_design_scores_gemma":[0.00024939966,0.00003255276,0.0046836035,0.000043080898,0.000015092324,0.0000039834636,0.00006414678,0.98225516,0.011149603,0.00053752586,0.0008175978,0.00014827694],"about_ca_topic_score_codex":0.000018237877,"about_ca_topic_score_gemma":0.0000054731067,"teacher_disagreement_score":0.05367029,"about_ca_system_score_codex":0.00005349564,"about_ca_system_score_gemma":0.000015133634,"threshold_uncertainty_score":0.5996893},"labels":[],"label_agreement":null},{"id":"W4388830964","doi":"10.1680/jgein.23.00049","title":"Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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","funders":"","keywords":"Geogrid; Geotechnical engineering; Bearing capacity; Geosynthetics; Geotextile; Stiffness; Materials science; Ultimate tensile strength; Shallow foundation; Cohesion (chemistry); Reinforcement; Geology; Structural engineering; Engineering; Composite material; Physics","score_opus":0.011674799640500366,"score_gpt":0.20989616967707922,"score_spread":0.19822137003657886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388830964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97894514,0.000005327455,0.015131302,0.00011967506,0.0009737422,0.000105363106,0.000062418854,0.0007389335,0.0039180773],"genre_scores_gemma":[0.9993841,0.000020460702,0.0001786574,0.000022513603,0.000057416848,0.000011511187,0.00007361798,0.000031698095,0.00022004439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900293,0.0000077830455,0.00028264616,0.00014244256,0.00035516414,0.00020902698],"domain_scores_gemma":[0.9995299,0.00010354255,0.000040791172,0.00019319188,0.00008017937,0.000052390395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001905182,0.00013828959,0.00014764398,0.00019186565,0.000036145066,0.000021462685,0.00022392733,0.00010845691,0.00011053564],"category_scores_gemma":[0.00023362204,0.00014751514,0.00009183655,0.00020306821,0.00003796674,0.00005428136,0.000053842567,0.00018963328,0.000060529135],"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":[0.000009118241,0.000011383709,0.0001988493,0.000038873113,0.000024693547,0.0000014132063,0.0001039553,0.9846242,0.0071728444,0.0067356103,0.00029106025,0.000787968],"study_design_scores_gemma":[0.00031105202,0.00004661455,0.004558414,0.000073962445,0.000008540807,0.000001299988,0.00001097467,0.97595626,0.015100853,0.00072129036,0.003039659,0.00017108675],"about_ca_topic_score_codex":0.000029022438,"about_ca_topic_score_gemma":0.0000021918247,"teacher_disagreement_score":0.020438919,"about_ca_system_score_codex":0.000057287965,"about_ca_system_score_gemma":0.000005813531,"threshold_uncertainty_score":0.60154927},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9662165,0.000025542755,0.00015502817,0.00037365808,0.00053038617,0.00011663077,0.0003279925,0.000019778858,0.032234505],"genre_scores_gemma":[0.9990419,0.00011500934,0.000052942232,0.00004531438,0.000052304564,0.000009302698,0.00003761159,0.00001581271,0.0006297952],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99880797,0.000022051863,0.00023019049,0.00025141577,0.00047931468,0.00020905252],"domain_scores_gemma":[0.99969625,0.00007037395,0.0000457513,0.00015045844,0.0000026869352,0.000034458437],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008351274,0.00015427593,0.0001358897,0.000062445586,0.000029102033,0.000029703913,0.00022154932,0.00003998913,0.009179926],"category_scores_gemma":[0.000025466727,0.000116258074,0.0001280374,0.000088219895,0.00016594643,0.00015301934,0.0002469715,0.00012046049,0.0003981355],"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":[0.00067840196,0.002738078,0.35700372,0.00009708622,0.0010846801,0.0002631165,0.009057404,0.33014995,0.2550029,0.0035868802,0.017120022,0.02321776],"study_design_scores_gemma":[0.0028386284,0.0013926248,0.8415082,0.0005889381,0.00010994578,0.000061452876,0.0005970863,0.043093648,0.08656923,0.0064637507,0.01553039,0.0012461244],"about_ca_topic_score_codex":0.00037032357,"about_ca_topic_score_gemma":0.000035507823,"teacher_disagreement_score":0.48450446,"about_ca_system_score_codex":0.0005259552,"about_ca_system_score_gemma":0.0000069551893,"threshold_uncertainty_score":0.9917258},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9808064,0.00011784956,0.000065623964,0.00059156393,0.00063903973,0.000121325415,0.000028133321,0.00003343007,0.017596614],"genre_scores_gemma":[0.9965007,0.0006939187,0.00011937072,0.000048768834,0.000044136414,0.000014403807,0.000016748647,0.000021614473,0.0025403446],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99863815,0.00003081586,0.0002953427,0.0003110089,0.0004893664,0.00023529051],"domain_scores_gemma":[0.99962014,0.000064619184,0.0000628708,0.00019742451,0.000003851647,0.000051105624],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00025450706,0.00016254216,0.00014592691,0.000090114896,0.000071935785,0.000025138432,0.00031667473,0.0000628278,0.0076859216],"category_scores_gemma":[0.00003606184,0.0001377116,0.00007263771,0.00010958983,0.00034171264,0.00020075604,0.0006805156,0.00014512811,0.00085350085],"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":[0.00010952806,0.00029740378,0.90854156,0.000067734305,0.000054713346,0.00009131544,0.001782921,0.002667757,0.048211265,0.00012639404,0.000578533,0.037470873],"study_design_scores_gemma":[0.00038128078,0.00012170043,0.91967595,0.00031845606,0.000026314123,0.000099419434,0.000029421466,0.013313201,0.062474113,0.0002294286,0.0030151263,0.00031558002],"about_ca_topic_score_codex":0.00005554709,"about_ca_topic_score_gemma":0.00010150126,"teacher_disagreement_score":0.037155293,"about_ca_system_score_codex":0.00052072364,"about_ca_system_score_gemma":0.0000049846963,"threshold_uncertainty_score":0.9999244},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.968801,0.0001054816,0.00012424409,0.00054695824,0.00080624246,0.00010398091,0.00009591159,0.000046629975,0.029369505],"genre_scores_gemma":[0.9985271,0.000051292904,0.00008176162,0.000048924587,0.0000643677,0.0000035533967,0.000015787296,0.00001573115,0.0011914481],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99897337,0.000022816626,0.0001740988,0.00020445844,0.00044316397,0.00018208806],"domain_scores_gemma":[0.99950224,0.00023116342,0.000051622195,0.00017192696,0.000004922704,0.000038145452],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017194763,0.00013202932,0.000104594306,0.0000344146,0.000098298,0.00004214142,0.0002907486,0.00003479012,0.0031124237],"category_scores_gemma":[0.00009005414,0.000076980985,0.00008873677,0.00009726646,0.000280219,0.00011010619,0.00034294892,0.00013346216,0.00023454278],"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":[0.000077286015,0.0012395338,0.48924106,0.00018799852,0.0013697996,0.00012868433,0.031656716,0.027844826,0.29898274,0.0025154883,0.019719793,0.12703608],"study_design_scores_gemma":[0.00064049475,0.00032963319,0.46880132,0.00032467837,0.00022866548,0.00013987202,0.004373296,0.033419117,0.40721765,0.002291804,0.081184044,0.0010494165],"about_ca_topic_score_codex":0.00019540118,"about_ca_topic_score_gemma":0.000030030118,"teacher_disagreement_score":0.12598667,"about_ca_system_score_codex":0.00013478857,"about_ca_system_score_gemma":0.0000049616096,"threshold_uncertainty_score":0.99779886},"labels":[],"label_agreement":null},{"id":"W4398170499","doi":"10.1680/jgein.23.00177","title":"Investigation of the mechanical response of recovered geogrids under repeated loading","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","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":"McGill University","funders":"","keywords":"Geosynthetics; Geogrid; Geotechnical engineering; Geology; Materials science; Reinforcement; Composite material","score_opus":0.010836884574613397,"score_gpt":0.21294453311602388,"score_spread":0.20210764854141047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398170499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9669976,0.00016983274,0.02895183,0.00058392785,0.0021675301,0.00007095531,0.000073696334,0.00021711874,0.00076746976],"genre_scores_gemma":[0.99902517,0.000022173992,0.00072173984,0.000012051863,0.00004226873,0.0000030273918,0.0000075277753,0.000017509446,0.00014856058],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992705,0.000028852828,0.00026553683,0.00010484423,0.00023841814,0.00009185393],"domain_scores_gemma":[0.99954075,0.00017162102,0.000027642844,0.00018109541,0.00005330374,0.000025611636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025147822,0.000086550725,0.0000957174,0.00009928446,0.000016065926,0.00002047105,0.00022349744,0.000091416456,0.00007157173],"category_scores_gemma":[0.00018318763,0.00006792731,0.00009264854,0.00016127975,0.00005385932,0.000043302472,0.00004758072,0.00017732188,0.0000029383295],"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":[0.000052732794,0.0000061260153,0.00006093865,0.00009825501,0.00015147803,0.0000020720172,0.00014154913,0.3838375,0.55535364,0.058681432,0.0003898336,0.0012244418],"study_design_scores_gemma":[0.0001818452,0.000040294086,0.0049337284,0.0004604475,0.000042025757,0.000039836385,0.000047102254,0.5805769,0.36906487,0.040790543,0.00362723,0.00019519718],"about_ca_topic_score_codex":0.00000930214,"about_ca_topic_score_gemma":0.0000023902767,"teacher_disagreement_score":0.1967394,"about_ca_system_score_codex":0.000062996856,"about_ca_system_score_gemma":0.000025583882,"threshold_uncertainty_score":0.27699953},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926741,0.00011492476,0.000899662,0.0021981138,0.0008980466,0.0001687268,0.00017318352,0.00007188691,0.0028013545],"genre_scores_gemma":[0.9981425,0.00029251407,0.00050261855,0.00022523501,0.00011307189,0.000017743198,0.000079987454,0.000023687258,0.00060263864],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983136,0.000042208318,0.0003029579,0.00044698405,0.00061887695,0.0002753965],"domain_scores_gemma":[0.9995584,0.00009864577,0.000052121464,0.00021030418,0.000004261415,0.00007625125],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023205587,0.00019059096,0.00017405007,0.00007792398,0.00005906398,0.000078838166,0.0002557561,0.00006935821,0.0053566517],"category_scores_gemma":[0.000043888424,0.00017147469,0.00007159985,0.0001055652,0.00016385263,0.0001999348,0.00042856106,0.00018153919,0.001303191],"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":[0.00013258039,0.0005476508,0.48979867,0.000013891852,0.00018139592,0.00040398166,0.0012320735,0.0027731985,0.48537377,0.0007447094,0.0009460648,0.017852023],"study_design_scores_gemma":[0.0006388581,0.000052186424,0.9293147,0.000075373704,0.000022291802,0.000025469693,0.00006295816,0.0049731596,0.055492915,0.0024509602,0.006601981,0.0002891571],"about_ca_topic_score_codex":0.007037448,"about_ca_topic_score_gemma":0.0012636434,"teacher_disagreement_score":0.43951604,"about_ca_system_score_codex":0.00073943875,"about_ca_system_score_gemma":0.0000069954717,"threshold_uncertainty_score":0.9995748},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062029555,0.00008318665,0.92904806,0.0029903515,0.00032390002,0.00033412335,0.00083632016,0.00004398152,0.0043104985],"genre_scores_gemma":[0.98440295,0.000029086481,0.014876783,0.00016043946,0.000033271757,0.000015389855,0.00006767763,0.000012555459,0.00040182346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919057,0.0000159567,0.00020443212,0.0001998817,0.00025474836,0.00013444173],"domain_scores_gemma":[0.99947673,0.0003394315,0.000030367306,0.000090260546,0.0000077125405,0.000055513246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100078454,0.000096015705,0.00010575865,0.000040234765,0.00006091915,0.000046127658,0.00010685753,0.000025766478,0.000831732],"category_scores_gemma":[0.000039984614,0.000080678205,0.000057781217,0.000051546085,0.00020056938,0.0002250041,0.00023217723,0.000056009874,0.000029714436],"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":[0.0004991003,0.0020095129,0.095963575,0.00016127994,0.0018580152,0.000047597205,0.005273739,0.5131032,0.053285506,0.20363486,0.054823887,0.06933975],"study_design_scores_gemma":[0.0001686668,0.000059514972,0.00274873,0.00002103368,0.00005743744,0.000008781242,0.000022512519,0.97697747,0.00091307814,0.007044695,0.011864203,0.00011387841],"about_ca_topic_score_codex":0.000124356,"about_ca_topic_score_gemma":0.0000067140854,"teacher_disagreement_score":0.9223734,"about_ca_system_score_codex":0.000097266704,"about_ca_system_score_gemma":0.0000038141736,"threshold_uncertainty_score":0.9106882},"labels":[],"label_agreement":null},{"id":"W4403452695","doi":"10.1680/jgein.24.00046","title":"Environmental impacts of mechanically stabilised earth walls","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"University of Waterloo; University of Windsor","funders":"","keywords":"Geosynthetics; Mechanically stabilized earth; Geotechnical engineering; Earth (classical element); Environmental science; Geology; Engineering; Retaining wall; Forensic engineering; Civil engineering","score_opus":0.004076379891400429,"score_gpt":0.18994744493174842,"score_spread":0.185871065040348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403452695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9158997,0.00062063255,0.074281216,0.00020231136,0.0021029604,0.00014741883,0.00024423416,0.0007558888,0.0057456694],"genre_scores_gemma":[0.9990645,0.00017116264,0.0005705882,0.000004955794,0.0000536613,0.0000054182533,0.000027257549,0.00002569676,0.00007678173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993115,0.000006362862,0.00021102425,0.000114674716,0.00023324661,0.00012320626],"domain_scores_gemma":[0.9997511,0.000050684303,0.000010852729,0.00012460492,0.000013457992,0.000049322643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011086636,0.00009538617,0.0000885924,0.00008288678,0.00000971996,0.000026872303,0.00014198376,0.00006869408,0.0004925939],"category_scores_gemma":[0.000044891345,0.000093818424,0.000068772286,0.00006157979,0.000025516036,0.00006610568,0.000031447278,0.00012235872,0.000055412453],"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":[0.000014352376,0.00012610047,0.00007817398,0.00023922956,0.00019413368,0.000016088772,0.00052764214,0.5613035,0.3624414,0.032956418,0.00030855933,0.04179442],"study_design_scores_gemma":[0.00013212657,0.000038818936,0.00071428565,0.000093840456,0.00001641474,0.000011896401,0.000032147753,0.9412385,0.03587501,0.0016884209,0.019979099,0.0001794151],"about_ca_topic_score_codex":0.0000029660882,"about_ca_topic_score_gemma":0.0000031724137,"teacher_disagreement_score":0.37993506,"about_ca_system_score_codex":0.000051873012,"about_ca_system_score_gemma":0.000009455778,"threshold_uncertainty_score":0.5393558},"labels":[],"label_agreement":null},{"id":"W4403794310","doi":"10.1680/jgein.23.00188","title":"3-Dimensional numerical analysis of geosynthetic double-encased annulus stone columns","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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 Ottawa","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Annulus (botany); Geology; Materials science; Composite material","score_opus":0.008814933439504962,"score_gpt":0.23667143131623397,"score_spread":0.22785649787672901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403794310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7915331,0.0008166317,0.19215907,0.00050444336,0.003433421,0.000237186,0.00051712187,0.0014781414,0.009320887],"genre_scores_gemma":[0.99894094,0.000035440793,0.0005245782,0.000011681279,0.0000637312,0.000017864639,0.00014048183,0.000034693614,0.00023058597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986735,0.000013489749,0.00039739374,0.00024261567,0.0004601385,0.00021288755],"domain_scores_gemma":[0.99940217,0.00013163249,0.000026799085,0.00023390511,0.000120725635,0.000084750245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019402904,0.00016943393,0.0002632615,0.0005348213,0.00002947704,0.000053495776,0.0002304915,0.00011983362,0.0008280138],"category_scores_gemma":[0.00005253932,0.00017426397,0.00023856199,0.0008353932,0.00006217143,0.000081804756,0.00004859655,0.00020877374,0.000052592117],"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":[0.000012561509,0.000049837527,0.000050983792,0.000037041013,0.0006141564,0.000011668885,0.0000955327,0.9874619,0.001481948,0.0063126497,0.00022319911,0.003648522],"study_design_scores_gemma":[0.00014843384,0.000022690429,0.0010890808,0.000049087812,0.0002996505,0.000011297548,0.000013691927,0.9903922,0.001035329,0.0002285139,0.0065317308,0.00017829638],"about_ca_topic_score_codex":0.00004263009,"about_ca_topic_score_gemma":0.000015230663,"teacher_disagreement_score":0.20740785,"about_ca_system_score_codex":0.00011012162,"about_ca_system_score_gemma":0.000026303018,"threshold_uncertainty_score":0.90661705},"labels":[],"label_agreement":null},{"id":"W4405075363","doi":"10.1680/jgein.2024.31.6.806","title":"Celebrating 30 years of <i>Geosynthetics International</i>","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Geosynthetics; Geotechnical engineering; Geology; Engineering","score_opus":0.005015472169004283,"score_gpt":0.20661774747759615,"score_spread":0.20160227530859187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405075363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57956856,0.0021310914,0.26664972,0.0013012879,0.023896853,0.00041462862,0.0005981322,0.0037385346,0.12170118],"genre_scores_gemma":[0.99778676,0.00028437196,0.0013712113,0.000016512146,0.0002181904,0.000011034906,0.00004823988,0.000048842983,0.00021485976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890256,0.000009374027,0.00035687067,0.00018341157,0.00037658462,0.00017117646],"domain_scores_gemma":[0.99955785,0.00008523517,0.000027231377,0.0001862474,0.000093341594,0.000050120645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018492338,0.00013629712,0.00012990182,0.00019319063,0.000016873268,0.00007758437,0.00035060616,0.00010708687,0.0005289122],"category_scores_gemma":[0.00015741812,0.00015634928,0.000101513695,0.00015197996,0.00004758252,0.00010648815,0.00006675878,0.00021600377,0.00011413868],"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":[0.00000456428,0.00006333943,0.00008158233,0.00015618576,0.00015407422,0.000024880084,0.0005478898,0.8247986,0.01573713,0.04255899,0.001618567,0.11425422],"study_design_scores_gemma":[0.00009355897,0.000014051788,0.00018681475,0.00016842084,0.00001687971,0.000016490787,0.000045957662,0.85657924,0.0043546306,0.0014749524,0.13685891,0.00019010398],"about_ca_topic_score_codex":0.000007447539,"about_ca_topic_score_gemma":0.000002842151,"teacher_disagreement_score":0.41821817,"about_ca_system_score_codex":0.00008537144,"about_ca_system_score_gemma":0.000017747092,"threshold_uncertainty_score":0.63757384},"labels":[],"label_agreement":null},{"id":"W4406932841","doi":"10.1680/jgein.24.00150","title":"Natural weathering effects on white, green, and black HDPE textured GMs","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Textile materials and evaluations","field":"Materials 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":"Nortel (Canada)","funders":"","keywords":"Weathering; Geosynthetics; Natural (archaeology); High-density polyethylene; White (mutation); Geotechnical engineering; Geomembrane; Geology; Materials science; Composite material; Geochemistry; Polyethylene; Chemistry","score_opus":0.007549589146617111,"score_gpt":0.26210914147218406,"score_spread":0.25455955232556693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406932841","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97816396,0.000066396635,0.00053157,0.0033724087,0.0034623442,0.0001796592,0.000048441605,0.00008558113,0.0140896365],"genre_scores_gemma":[0.99337345,0.000015121168,0.00080267066,0.0005010511,0.0002126878,0.000021273789,0.0000146404245,0.000011449494,0.0050476436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989993,0.00005577347,0.00020438187,0.00028357282,0.00027433672,0.00018266129],"domain_scores_gemma":[0.999486,0.00012000379,0.000065102264,0.00019413864,0.00009655355,0.000038160808],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00026082908,0.00013955368,0.00013715812,0.00011382303,0.00011302243,0.00017993427,0.0002616989,0.000062184336,0.00092198775],"category_scores_gemma":[0.00017654969,0.00012188434,0.000040934945,0.000065821485,0.00009186688,0.00008681302,0.00015281695,0.00009173633,0.0002418873],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013500609,0.0001258933,0.0008715231,0.000108337335,0.000054053548,0.000011580286,0.00089333236,0.00041657593,0.9159181,0.054766756,0.0037061553,0.022992674],"study_design_scores_gemma":[0.0032545992,0.00028159333,0.10469626,0.0012711139,0.00016471678,0.0000431693,0.00041998774,0.032460444,0.7103714,0.059657972,0.08617069,0.0012080856],"about_ca_topic_score_codex":0.0000252066,"about_ca_topic_score_gemma":0.00003366569,"teacher_disagreement_score":0.20554674,"about_ca_system_score_codex":0.000053825246,"about_ca_system_score_gemma":0.000026747468,"threshold_uncertainty_score":0.9999913},"labels":[],"label_agreement":null},{"id":"W4413161988","doi":"10.1680/jgein.25.00030","title":"Drainage performance of wicking geotextiles under rainfall and capillary rise conditions","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"McGill University","funders":"","keywords":"Geosynthetics; Drainage; Geotechnical engineering; Capillary action; Geotextile; Geology; Environmental science; Hydrology (agriculture); Materials science; Composite material","score_opus":0.0035016132494705148,"score_gpt":0.20526447247237756,"score_spread":0.20176285922290704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413161988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96438855,0.00024268734,0.016763464,0.00020076877,0.00043421533,0.0000671858,0.000027691534,0.00015794479,0.017717475],"genre_scores_gemma":[0.99930304,0.00020861531,0.00019911198,0.000021007669,0.000018556348,0.0000074191257,0.000019760246,0.0000098665005,0.00021262553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953246,0.000005982567,0.00017025649,0.000089448324,0.0001045253,0.000097349184],"domain_scores_gemma":[0.9997368,0.00005568397,0.000018467568,0.00010531295,0.000060963062,0.000022781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008294242,0.00008115531,0.00008850638,0.00012800533,0.0000373019,0.00001623104,0.00010384176,0.000060976297,0.00004561028],"category_scores_gemma":[0.000048241727,0.00008844055,0.000027350077,0.000085675434,0.00006719628,0.000057397872,0.000040990504,0.00009642732,0.0000029403125],"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":[0.0000028814447,0.000016658252,0.00023242434,0.00008476659,0.000040087034,5.702403e-7,0.000096083546,0.9517327,0.0024811816,0.042133037,0.000110795976,0.0030688185],"study_design_scores_gemma":[0.00017912651,0.000011158229,0.009224606,0.000120378005,0.000014967645,0.000004638081,0.00006195538,0.97992486,0.0014338309,0.003707632,0.005206919,0.00010990608],"about_ca_topic_score_codex":0.0000069432544,"about_ca_topic_score_gemma":0.0000046333707,"teacher_disagreement_score":0.038425405,"about_ca_system_score_codex":0.00003469019,"about_ca_system_score_gemma":0.0000103453185,"threshold_uncertainty_score":0.3606501},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95479876,0.00002843856,0.0041620545,0.003488145,0.0002541288,0.0002277893,0.000063918065,0.000034377117,0.036942363],"genre_scores_gemma":[0.9954413,0.000029876954,0.0025561207,0.0005313812,0.000012056576,0.000041816722,0.000016123822,0.000009885519,0.0013613922],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884236,0.0000612315,0.00024328988,0.0003032405,0.00031802972,0.00023185283],"domain_scores_gemma":[0.9996042,0.0001068564,0.000059108723,0.00016179508,0.00000646612,0.00006155498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000272651,0.00013394727,0.00013695263,0.0000851625,0.000068773326,0.000035208344,0.00024729024,0.00005194993,0.000763544],"category_scores_gemma":[0.00019526375,0.00012168111,0.000037390313,0.00022121816,0.000054990738,0.00011510148,0.0003517878,0.00009253485,0.00022408394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015365292,0.00073680753,0.14112309,0.000015115567,0.00013571625,0.00001468192,0.0017853772,0.026018675,0.7381108,0.00076122157,0.007143052,0.084001854],"study_design_scores_gemma":[0.0010004434,0.000079621,0.42277083,0.00011421841,0.000034324396,0.0000044898584,0.00020730426,0.008489699,0.5399878,0.0029613206,0.023893109,0.00045682146],"about_ca_topic_score_codex":0.0010854492,"about_ca_topic_score_gemma":0.00031011234,"teacher_disagreement_score":0.28164774,"about_ca_system_score_codex":0.00033744835,"about_ca_system_score_gemma":0.0000057497223,"threshold_uncertainty_score":0.83602715},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96650517,0.000051171664,0.00041537973,0.0021921343,0.00025800185,0.00013211404,0.000012074244,0.000015161808,0.030418783],"genre_scores_gemma":[0.99217767,0.00016909542,0.00065648917,0.00032982478,0.000014427861,0.000018497121,0.00003937895,0.000010013518,0.0065846005],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9988922,0.000028943876,0.00023123219,0.00030322975,0.00028884993,0.00025554374],"domain_scores_gemma":[0.9997336,0.000038327013,0.000038587623,0.000145888,0.0000013990477,0.000042178515],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017561973,0.00014757802,0.00011866496,0.000093420276,0.00008396992,0.000031862477,0.00018664221,0.000054980945,0.0024702994],"category_scores_gemma":[0.00003391348,0.000120182296,0.000027243539,0.00005423305,0.0001857185,0.0001793903,0.00048141793,0.00009092619,0.00020388648],"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":[0.0001233518,0.0005292725,0.61258096,0.000016152631,0.000110252135,0.000032337754,0.0018962213,0.003008619,0.32626277,0.0003939127,0.0010552265,0.053990953],"study_design_scores_gemma":[0.0025773954,0.00006821038,0.7252697,0.00012827096,0.000051263014,0.00003124508,0.0004489563,0.009129348,0.20745082,0.0033568104,0.05084222,0.00064579386],"about_ca_topic_score_codex":0.00014076273,"about_ca_topic_score_gemma":0.00010031643,"teacher_disagreement_score":0.11881195,"about_ca_system_score_codex":0.0002761185,"about_ca_system_score_gemma":0.0000027075514,"threshold_uncertainty_score":0.9984416},"labels":[],"label_agreement":null},{"id":"W4414351862","doi":"10.1680/jgein.24.00153","title":"Improved cyclic load resistance of sand beds with geogrid-reinforced dense gravelly layers","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Trinity College","funders":"","keywords":"Geogrid; Geosynthetics; Foundation (evidence); Load bearing; Bearing capacity; Aeolian sand; Reinforcement","score_opus":0.003240222395454847,"score_gpt":0.19392447519406653,"score_spread":0.19068425279861168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414351862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49421605,0.00037980324,0.44507158,0.000537598,0.0013628444,0.00035033823,0.00009707621,0.00064160867,0.0573431],"genre_scores_gemma":[0.99699605,0.000062632585,0.0013601821,0.00001959295,0.000024460458,0.0000142171975,0.000016874303,0.000016936483,0.0014890601],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992219,0.0000060419848,0.0002531582,0.00013469439,0.0002295391,0.00015461938],"domain_scores_gemma":[0.9994889,0.000055812958,0.000037830127,0.00020410458,0.00017794104,0.000035420886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011258376,0.00012819485,0.00013888138,0.00011312795,0.000026683203,0.000022435062,0.00020568552,0.00008317053,0.00003824455],"category_scores_gemma":[0.00010377203,0.00012235306,0.00004921169,0.00017231214,0.000055198918,0.00004484258,0.000030009425,0.00013106699,0.0000040504447],"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":[0.000094612544,0.000022812412,0.00011303339,0.00013751804,0.00013840427,0.0000027178746,0.00016097413,0.9532524,0.033476762,0.010767941,0.0003928103,0.0014400377],"study_design_scores_gemma":[0.0010742915,0.00005702447,0.0013566704,0.00033346875,0.00005431103,0.000005023042,0.00005452002,0.9042397,0.07488896,0.0008833278,0.016678235,0.00037443516],"about_ca_topic_score_codex":0.000022542481,"about_ca_topic_score_gemma":0.000044373042,"teacher_disagreement_score":0.50278,"about_ca_system_score_codex":0.00010110443,"about_ca_system_score_gemma":0.00003723641,"threshold_uncertainty_score":0.49894127},"labels":[],"label_agreement":null},{"id":"W4414658037","doi":"10.1680/jgein.25.00048","title":"Experimental study of granular platforms reinforced by geosynthetics over soft subgrade","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","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":"Solmax (Canada)","funders":"","keywords":"Geotextile; Geosynthetics; Subgrade; Stiffness; Base course; Geogrid; Reinforcement","score_opus":0.005196593264361672,"score_gpt":0.22585706660282623,"score_spread":0.22066047333846456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414658037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9571735,0.00016528524,0.037990034,0.000042192558,0.0009531148,0.00023336214,0.0000469858,0.00028692195,0.0031085536],"genre_scores_gemma":[0.9993219,0.000022200707,0.000103617975,0.000018000339,0.000022113292,0.000028125933,0.00004457739,0.000025758109,0.00041373618],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988776,0.0000064565315,0.00040438666,0.00017422283,0.00034588538,0.00019147013],"domain_scores_gemma":[0.999529,0.00005287922,0.00004236403,0.00026573613,0.000064304695,0.000045729386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114786504,0.00017980006,0.0001912963,0.00016351498,0.00004206429,0.000027979362,0.00032031012,0.00011347598,0.00009444671],"category_scores_gemma":[0.000069945425,0.00018347983,0.00007357647,0.00016034648,0.00004403972,0.00007951999,0.00007413377,0.00017141104,0.0000064829587],"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":[0.000038360926,0.00061208854,0.0005719278,0.000060129583,0.00017379985,0.000003338719,0.0008049307,0.9534655,0.02839842,0.011722241,0.0017637471,0.0023855024],"study_design_scores_gemma":[0.0013290864,0.00018815283,0.0007093641,0.00007811945,0.00004235749,0.0000035555151,0.00057324365,0.8906935,0.09495103,0.0005965442,0.010460639,0.000374389],"about_ca_topic_score_codex":0.00003765704,"about_ca_topic_score_gemma":0.0000052208616,"teacher_disagreement_score":0.06655262,"about_ca_system_score_codex":0.00009775624,"about_ca_system_score_gemma":0.00001120356,"threshold_uncertainty_score":0.748209},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31858417,0.0001232964,0.27319017,0.0039913747,0.0029729116,0.0020323421,0.00037315837,0.00015079026,0.39858177],"genre_scores_gemma":[0.96845376,0.00001583676,0.027297808,0.00019064001,0.000051112605,0.00003189603,0.000010264673,0.000011041993,0.0039376076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992009,0.000014737733,0.00021060785,0.00018403263,0.00022380461,0.00016592802],"domain_scores_gemma":[0.99946177,0.00028037594,0.00008312876,0.00013231838,0.000016399845,0.000025981477],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019390864,0.0000991354,0.00012011795,0.00004571134,0.00007704999,0.000012996622,0.00024719306,0.00003569596,0.0010584468],"category_scores_gemma":[0.00033301278,0.00008826864,0.00004257159,0.000090944115,0.00018123943,0.00006621482,0.00025682745,0.000046661058,0.00007947437],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041831168,0.00079805864,0.08141721,0.000053957738,0.0003456569,0.000007863805,0.0006793726,0.1204136,0.7212713,0.0014381815,0.024413424,0.04874306],"study_design_scores_gemma":[0.0044034207,0.00052961335,0.13081542,0.0002759796,0.000220748,0.000037403453,0.00027368008,0.16510274,0.60979164,0.027114902,0.060437165,0.0009972817],"about_ca_topic_score_codex":0.000063931126,"about_ca_topic_score_gemma":0.0000034626273,"teacher_disagreement_score":0.6498696,"about_ca_system_score_codex":0.00013638596,"about_ca_system_score_gemma":0.000008353704,"threshold_uncertainty_score":0.99985474},"labels":[],"label_agreement":null},{"id":"W7088385263","doi":"10.1680/jgein.25.00056","title":"Modified AASHTO empirical pavement design method for geosynthetic-reinforced asphalt","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Epigenetics and DNA Methylation","field":"Biochemistry, Genetics and Molecular Biology","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":"Juvenile Diabetes Research Foundation","funders":"","keywords":"Geosynthetics; Asphalt; Parametric statistics; Cracking; Ultimate tensile strength; Reduction (mathematics); Modulus; Design methods","score_opus":0.0374233760071931,"score_gpt":0.3625500386102922,"score_spread":0.32512666260309914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7088385263","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021594098,0.00029659478,0.96919006,0.0015969228,0.0009887128,0.000524619,0.00007895593,0.00002502872,0.0057050283],"genre_scores_gemma":[0.84947205,0.0002546493,0.13525231,0.0011683004,0.00033406416,0.0002851007,0.00043649098,0.000045690893,0.012751316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984345,0.00010251438,0.0004259,0.00047511683,0.0002574236,0.00030455028],"domain_scores_gemma":[0.99890214,0.00014775031,0.00012619807,0.00039740762,0.00034736932,0.0000791241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075958885,0.00021717133,0.00018028618,0.00013942368,0.00013122667,0.00006846461,0.00041954484,0.00021735916,0.0000703706],"category_scores_gemma":[0.00046534685,0.0002178945,0.00018821718,0.00008442102,0.00005559057,0.0000048115594,0.00016904362,0.00009288469,0.00001141435],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070034235,0.00027555058,0.00037700616,0.00005676102,0.00056556374,0.0000025720526,0.00015254873,0.13246584,0.761398,0.036315713,0.0071892915,0.060500786],"study_design_scores_gemma":[0.001114397,0.00022725236,0.00027263677,0.000030059111,0.000065712644,0.0000022152599,0.000040997616,0.14913571,0.60530066,0.007613389,0.235884,0.00031295983],"about_ca_topic_score_codex":0.00001287652,"about_ca_topic_score_gemma":0.000009573009,"teacher_disagreement_score":0.8339377,"about_ca_system_score_codex":0.000053704476,"about_ca_system_score_gemma":0.00014244621,"threshold_uncertainty_score":0.888548},"labels":[],"label_agreement":null}]}