{"meta":{"query_hash":"6475d292e455","filters":{"venue":"Geo-Congress 2022"},"cohort_total":23,"direct_labels_cover":0,"predictions_cover":23,"exported":23,"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/6475d292e455","api":"https://metacan.xera.ac/api/v1/cohort?venue=Geo-Congress+2022"},"results":[{"id":"W4220682689","doi":"10.1061/9780784484050.010","title":"Soil Bentonite Slurry Trench Cutoff Walls: History, Design, and Construction Practices","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Soil and Unsaturated Flow","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":"Kensington Health","funders":"","keywords":"Trench; Slurry; Geotechnical engineering; Hydraulic conductivity; Levee; Inclinometer; Bentonite; Groundwater; Geology; Gradation; Environmental science; Environmental engineering; Soil water; Materials science; Soil science","score_opus":0.017624971674752698,"score_gpt":0.21328170657465828,"score_spread":0.1956567348999056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220682689","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6612552,0.109855704,0.10146304,0.0029943648,0.0004512207,0.00040445058,0.0005028057,0.0005629879,0.122510254],"genre_scores_gemma":[0.76009065,0.077495225,0.085626215,0.00034166206,0.00010494441,0.000092068716,0.00066690193,0.0002162168,0.075366154],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994531,0.00007503754,0.00005243353,0.00008911209,0.00029054648,0.000039665585],"domain_scores_gemma":[0.99941576,0.00007823493,0.00011194845,0.00004931252,0.0003005064,0.000044232384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011099334,0.0004020371,0.00019620397,0.0009972422,0.0004883301,0.0011243471,0.000646666,0.00048329317,0.0016472851],"category_scores_gemma":[0.00088116655,0.00028412163,0.00017876152,0.0016593159,0.00063986314,0.0007693967,0.00044221594,0.00047111104,0.0007762213],"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":[0.00019452322,0.00017394031,0.01633906,0.001673944,0.00002005493,0.00068317784,0.0010361554,0.00899031,0.07782083,0.012290736,0.003439371,0.87733793],"study_design_scores_gemma":[0.00001919899,0.0014504367,0.05131271,0.0007770161,0.000048040725,0.0021511232,0.0018419169,0.0034858,0.123652376,0.0025384126,0.8126067,0.00011629887],"about_ca_topic_score_codex":0.0055299387,"about_ca_topic_score_gemma":0.027499605,"teacher_disagreement_score":0.0055299387,"about_ca_system_score_codex":0.0014935234,"about_ca_system_score_gemma":0.0009697718,"threshold_uncertainty_score":0.010995507},"labels":[],"label_agreement":null},{"id":"W4220694445","doi":"10.1061/9780784484012.037","title":"Thermal Properties of Bio-Cemented Sand","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cementation (geology); Calcite; Calcium carbonate; Thermal conductivity; Chemistry; Calcium; Precipitation; Materials science; Cement; Mineralogy; Composite material; Metallurgy","score_opus":0.011742036289242556,"score_gpt":0.2075045879584409,"score_spread":0.19576255166919834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220694445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99833363,0.00020792079,0.00050487206,0.00000904144,0.0000044001295,0.000013271146,0.00036909236,0.000014578004,0.0005431594],"genre_scores_gemma":[0.9976974,0.00017262122,0.00065773266,0.0000071269124,9.658169e-7,0.00001224756,0.0002849489,0.0000074750546,0.001159453],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999798,0.000017464683,0.000017739983,0.000035620073,0.000102140206,0.000029044653],"domain_scores_gemma":[0.9997379,0.000059326005,0.000052626736,0.000014883473,0.00010388353,0.000031233012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019227882,0.00025163934,0.00019428502,0.00029191587,0.00017641565,0.0002461298,0.00018628137,0.00014997834,0.0011564399],"category_scores_gemma":[0.00040534843,0.00013624976,0.00015717032,0.0003280587,0.00024747272,0.00014407592,0.000112375244,0.00022411188,0.00016876214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081539336,0.000008615403,0.0018156931,0.000047827194,0.000004998106,0.000033601344,0.000052852454,0.00049807027,0.9962723,0.000021550602,0.00002025805,0.0011426216],"study_design_scores_gemma":[0.0000034003915,0.00018413864,0.026863422,0.0000054673847,0.000013324605,0.000057816662,0.00010868191,0.0009869038,0.9710425,0.000012796976,0.0007107662,0.000010823409],"about_ca_topic_score_codex":0.010325608,"about_ca_topic_score_gemma":0.02494369,"teacher_disagreement_score":0.010325608,"about_ca_system_score_codex":0.000628309,"about_ca_system_score_gemma":0.00035420785,"threshold_uncertainty_score":0.020530999},"labels":[],"label_agreement":null},{"id":"W4220706069","doi":"10.1061/9780784484029.034","title":"Preliminary Performance Evaluation of a Mechanically Stabilized Earth Wall under Flooding and Rapid Drawdown Conditions","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Underground Structures","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":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Piezometer; Drawdown (hydrology); Geotechnical engineering; Geology; Saturation (graph theory); Environmental science; Slope stability; Groundwater; Aquifer; Mathematics","score_opus":0.011958331083421068,"score_gpt":0.22257492707996962,"score_spread":0.21061659599654856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220706069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985586,0.00003253729,0.0010306417,0.000007688549,0.0000042762135,0.000008782173,0.00006448991,0.00003775911,0.00025526233],"genre_scores_gemma":[0.99778336,0.000040411127,0.001375379,0.0000044462818,0.0000015683265,0.000010767285,0.000098505516,0.000010089648,0.00067558594],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973804,0.000031351945,0.000026515387,0.000036796613,0.00011489685,0.000052479092],"domain_scores_gemma":[0.9994684,0.000101438105,0.00009967154,0.00007301561,0.00016792574,0.00008952504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040597914,0.00052435114,0.0004148548,0.0004124258,0.00028110523,0.00034664865,0.0004141408,0.00048253412,0.0011190126],"category_scores_gemma":[0.001002383,0.00017909335,0.00035079842,0.00022157414,0.0002817578,0.00030495328,0.0003467382,0.00017149076,0.0003014383],"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":[0.00056643016,0.00010655887,0.0063545015,0.000105503306,0.000017952407,0.00039003664,0.00017983792,0.01404102,0.968429,0.00011215259,0.00009011852,0.009606813],"study_design_scores_gemma":[0.000039099683,0.0045515196,0.039407793,0.000022097664,0.000059973176,0.00027140457,0.0002875365,0.028230252,0.92557484,0.000071138515,0.0014390501,0.000045261924],"about_ca_topic_score_codex":0.0010777104,"about_ca_topic_score_gemma":0.0021649606,"teacher_disagreement_score":0.0011190126,"about_ca_system_score_codex":0.0002647548,"about_ca_system_score_gemma":0.00026284307,"threshold_uncertainty_score":0.0037434697},"labels":[],"label_agreement":null},{"id":"W4220710829","doi":"10.1061/9780784484043.043","title":"Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Mechanics","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":"University of British Columbia","funders":"","keywords":"Centrifuge; Calibration; Finite element method; Geotechnical engineering; Experimental data; Test data; Monotonic function; Computer science; Structural engineering; Engineering; Mathematics","score_opus":0.010446986574008072,"score_gpt":0.22000728089917007,"score_spread":0.209560294325162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220710829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93323743,0.00011829907,0.060862474,0.00010492028,0.000016730794,0.000065902714,0.00036136634,0.00082470407,0.0044082417],"genre_scores_gemma":[0.99436826,0.000043921318,0.0050304877,0.0000074120408,0.0000022391957,0.000023378996,0.00013102972,0.00001740187,0.0003759042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986815,0.000023219829,0.000008806599,0.00002815898,0.00005309413,0.000018638431],"domain_scores_gemma":[0.99938893,0.00030190413,0.000083067665,0.00010772097,0.000093329334,0.000025141155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029708425,0.0005783838,0.0004384577,0.0005019296,0.00029410093,0.00059828575,0.0008168996,0.0007032593,0.0010997511],"category_scores_gemma":[0.0013019776,0.0002773043,0.0004019007,0.0003161031,0.000454515,0.0005626587,0.00043403349,0.0004299923,0.0002403276],"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":[0.00008929073,0.00008676477,0.007374316,0.000047147954,0.000015631476,0.00006789914,0.000039760605,0.9736388,0.008808751,0.00051678566,0.0001034819,0.009211331],"study_design_scores_gemma":[0.000003265275,0.000047644793,0.0012746938,0.0000026194143,0.0000033951349,0.000009190831,0.000014368388,0.99601907,0.0024496024,0.00008888749,0.00008265945,0.0000045936395],"about_ca_topic_score_codex":0.0136914225,"about_ca_topic_score_gemma":0.012878415,"teacher_disagreement_score":0.0136914225,"about_ca_system_score_codex":0.00040778337,"about_ca_system_score_gemma":0.0007095808,"threshold_uncertainty_score":0.027223468},"labels":[],"label_agreement":null},{"id":"W4220713976","doi":"10.1061/9780784484067.024","title":"Preventing Joint Leakage in Pipelines Subjected to Differential Settlement","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Underground Structures","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":"Queen's University","funders":"","keywords":"Joint (building); Kinematics; Structural engineering; Pipeline transport; Leakage (economics); Shear force; Engineering; Geotechnical engineering; Environmental science; Computer science; Marine engineering; Mechanical engineering; Physics","score_opus":0.007777021592735955,"score_gpt":0.2034822973529574,"score_spread":0.19570527576022143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220713976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95220876,0.0002022247,0.046362434,0.000026809501,0.00001342269,0.000028936276,0.000018420715,0.0002926898,0.0008463995],"genre_scores_gemma":[0.9967757,0.000052952535,0.0027568548,0.0000059666554,0.0000021759392,0.000008867258,0.000023928133,0.000013919353,0.00035972882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988487,0.00024890646,0.00008905947,0.000120673285,0.0004081955,0.0002844977],"domain_scores_gemma":[0.9980819,0.00040864138,0.000754259,0.0002574611,0.0003350284,0.00016272187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010823115,0.0005656376,0.0005345402,0.00062741945,0.0004513003,0.0005310653,0.0006741677,0.00044571378,0.00086264266],"category_scores_gemma":[0.0033163812,0.00040369778,0.00029920443,0.00043035933,0.0007569315,0.0007678552,0.0016960244,0.0003053932,0.000254005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00155984,0.00022730163,0.017821504,0.0003990775,0.000036060126,0.0008955849,0.0010985815,0.0521824,0.84257776,0.0008358767,0.00035516443,0.08201082],"study_design_scores_gemma":[0.00013308536,0.011010145,0.054224633,0.00012963536,0.00012354825,0.001456184,0.0009903405,0.11865127,0.8068904,0.001459472,0.00484266,0.000088634086],"about_ca_topic_score_codex":0.00068706623,"about_ca_topic_score_gemma":0.00094203604,"teacher_disagreement_score":0.0010823115,"about_ca_system_score_codex":0.00028143023,"about_ca_system_score_gemma":0.00050584646,"threshold_uncertainty_score":0.0057238936},"labels":[],"label_agreement":null},{"id":"W4220729018","doi":"10.1061/9780784484012.002","title":"Hybrid Ground Improvement Solution in Deep Compressible Glacial Lake Clay","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","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":"Kellogg's (Canada)","funders":"","keywords":"Consolidation (business); Schedule; Civil engineering; Geotechnical engineering; Subgrade; Human settlement; Engineering; Computer science; Business","score_opus":0.0064703661229848,"score_gpt":0.19622679227511863,"score_spread":0.18975642615213384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220729018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54517746,0.00020512946,0.43969804,0.00021182209,0.00004378138,0.00013811381,0.0001278247,0.0012534428,0.013144305],"genre_scores_gemma":[0.93746346,0.000042097832,0.056935936,0.000028813607,0.000006753289,0.00003480699,0.00007609038,0.000031821204,0.005380242],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998567,0.000015342233,0.000004902555,0.000023426237,0.00005000167,0.000049523398],"domain_scores_gemma":[0.9999052,0.000017146538,0.000014311789,0.000012789095,0.000028985227,0.000021616588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018516429,0.00040217323,0.0003085554,0.00035275324,0.00032060622,0.0005674233,0.0006864046,0.00046948125,0.0031681422],"category_scores_gemma":[0.00021045079,0.00016934471,0.00024948525,0.0002717517,0.00021460763,0.00034139754,0.0008894776,0.0002693122,0.00030930495],"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":[0.00029722336,0.00022733898,0.003822173,0.00014773267,0.000030409701,0.00077535794,0.00021068133,0.73292184,0.07823323,0.0051898877,0.002279671,0.17586435],"study_design_scores_gemma":[0.000051395888,0.00036449975,0.0011125407,0.000009591403,0.000014400325,0.000093535375,0.00015052797,0.98517495,0.008545518,0.001228986,0.0032425679,0.000011484707],"about_ca_topic_score_codex":0.004329993,"about_ca_topic_score_gemma":0.007763974,"teacher_disagreement_score":0.004329993,"about_ca_system_score_codex":0.00041886375,"about_ca_system_score_gemma":0.00051928236,"threshold_uncertainty_score":0.010598481},"labels":[],"label_agreement":null},{"id":"W4220731658","doi":"10.1061/9780784484067.032","title":"Effects of Asymmetrical Vertical Soil Stiffness on Strain Demand of Steel Pipelines Subjected to Transverse Vertical Permanent Ground Deformation","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Underground Structures","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 Alberta","funders":"","keywords":"Geotechnical engineering; Pipeline transport; Stiffness; Geology; Deformation (meteorology); Transverse plane; Finite element method; Plane stress; Subsidence; Structural engineering; Environmental science; Engineering; Geomorphology","score_opus":0.00531122980193008,"score_gpt":0.20111588312714093,"score_spread":0.19580465332521085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220731658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988833,0.000016269069,0.00077425694,0.000008390156,0.0000025794484,0.0000017222699,0.000019250074,0.000009573857,0.00028456154],"genre_scores_gemma":[0.9997266,0.000013724212,0.00010895242,0.0000023479045,4.1696103e-7,0.0000011588504,0.0000132699315,0.0000017094177,0.00013186425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998661,0.000020728106,0.000009521839,0.000019845633,0.00004319482,0.000040589315],"domain_scores_gemma":[0.9996575,0.00010730476,0.00010136165,0.00003476722,0.000054773616,0.000044210945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015874169,0.00026748155,0.00019254099,0.00023324725,0.00014802424,0.0002122657,0.00014554524,0.00030516178,0.0012139776],"category_scores_gemma":[0.00051643595,0.00016990723,0.00018941014,0.0001618244,0.00043201228,0.00017079346,0.00026536334,0.00015979381,0.00014707904],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009264902,0.00010991672,0.012264594,0.00009643612,0.00002816828,0.0006894671,0.00021501652,0.08294435,0.8919821,0.00014291587,0.00013411372,0.0104665],"study_design_scores_gemma":[0.00006175858,0.0036060484,0.18298492,0.000039816274,0.00008291336,0.00057474355,0.0012734021,0.2871142,0.52304286,0.0002646329,0.0008891234,0.0000656052],"about_ca_topic_score_codex":0.0010039246,"about_ca_topic_score_gemma":0.0015032608,"teacher_disagreement_score":0.0012139776,"about_ca_system_score_codex":0.00013113391,"about_ca_system_score_gemma":0.00014824657,"threshold_uncertainty_score":0.004061103},"labels":[],"label_agreement":null},{"id":"W4220734475","doi":"10.1061/9780784484036.059","title":"Numerical Homogenization of Anisotropic Static Elastic Properties of Soft Mudrocks","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Advanced Mathematical Modeling in Engineering","field":"Computer Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Homogenization (climate); Anisotropy; Transverse isotropy; Elastic modulus; Materials science; Isotropy; Geology; Geotechnical engineering; Permeability (electromagnetism); Composite material; Physics; Chemistry","score_opus":0.013447086398621955,"score_gpt":0.21841080924535344,"score_spread":0.20496372284673148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220734475","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49149212,0.00025155037,0.4986376,0.00014707127,0.000037957645,0.00008531556,0.00017050953,0.0003698232,0.008808113],"genre_scores_gemma":[0.9315029,0.00013613651,0.06570692,0.00002588128,0.000016323896,0.00008070899,0.00013826689,0.000069214555,0.0023236556],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990237,0.00002000056,0.0000075947814,0.000025315698,0.000027354528,0.000017419728],"domain_scores_gemma":[0.99968183,0.00015905789,0.000061771774,0.000035518584,0.000046532183,0.000015404508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003200916,0.00038878873,0.00034540874,0.00057085464,0.000235337,0.0004865885,0.00037287525,0.0005709858,0.00088505144],"category_scores_gemma":[0.00086842565,0.00023874102,0.0004532842,0.00028580663,0.00055125146,0.00032979003,0.00048646427,0.0002807431,0.00012664656],"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":[0.000045095207,0.00003543451,0.0018651141,0.00007839927,0.000018874736,0.00013169587,0.000097823075,0.95703316,0.028282877,0.0032737923,0.00013395103,0.009003819],"study_design_scores_gemma":[0.0000027840726,0.000005818892,0.00022394134,0.0000018718442,0.0000019343006,0.000010195202,0.000009068457,0.9982476,0.0011302282,0.00024311362,0.00012100493,0.0000023917883],"about_ca_topic_score_codex":0.0039036106,"about_ca_topic_score_gemma":0.0036290055,"teacher_disagreement_score":0.0039036106,"about_ca_system_score_codex":0.00037360252,"about_ca_system_score_gemma":0.00046315536,"threshold_uncertainty_score":0.0077617764},"labels":[],"label_agreement":null},{"id":"W4220751956","doi":"10.1061/9780784484029.029","title":"Casing Issues during Construction of Drilled Shafts in Glacially Overconsolidated Soils","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Analysis","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":"Stantec (Canada)","funders":"","keywords":"Casing; Geology; Excavation; Geotechnical engineering; Mining engineering; Engineering; Petroleum engineering","score_opus":0.0035745026277914796,"score_gpt":0.19716354017336848,"score_spread":0.193589037545577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220751956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98341274,0.0005130929,0.007650306,0.0005146692,0.000056299534,0.00007245852,0.000059697806,0.000092115435,0.00762866],"genre_scores_gemma":[0.9944991,0.00018735125,0.0031913028,0.00003088218,0.000010041295,0.000011450099,0.000025638092,0.00001578829,0.002028299],"study_design_codex":"case_report","study_design_gemma":"observational","domain_scores_codex":[0.99838376,0.0003107861,0.00013758273,0.00016443979,0.0006638682,0.00033957325],"domain_scores_gemma":[0.99707115,0.0014401491,0.0007212481,0.0002675042,0.00023350741,0.0002663871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014523074,0.00051533664,0.00022406208,0.0012173987,0.0035778761,0.0017992108,0.0012147317,0.0023926515,0.002575874],"category_scores_gemma":[0.005044426,0.00047494707,0.00028685026,0.0011520244,0.0038664772,0.0010272528,0.0013983932,0.0009958356,0.00043444117],"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":[0.00068302115,0.00023166543,0.220731,0.0011082035,0.00009886451,0.4109591,0.07769884,0.05434318,0.04865107,0.023835137,0.006053261,0.15560672],"study_design_scores_gemma":[0.00007953554,0.0018199018,0.2361045,0.0010279375,0.00022433505,0.22847293,0.23092484,0.033329397,0.071827576,0.013935456,0.18185492,0.00039867562],"about_ca_topic_score_codex":0.013604861,"about_ca_topic_score_gemma":0.06845621,"teacher_disagreement_score":0.013604861,"about_ca_system_score_codex":0.002259183,"about_ca_system_score_gemma":0.0026070892,"threshold_uncertainty_score":0.02705133},"labels":[],"label_agreement":null},{"id":"W4220795385","doi":"10.1061/9780784484029.030","title":"Lateral Behavior of a Large Pile Group Supporting an LNG Tank","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Mechanics","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":"University of Victoria","funders":"","keywords":"Pile; Bending moment; Centrifuge; Geotechnical engineering; Foundation (evidence); Pile cap; Liquefied natural gas; Structural engineering; Engineering; Structural load; Geology; Natural gas","score_opus":0.006879419888257448,"score_gpt":0.22749249719544745,"score_spread":0.22061307730719001,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220795385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99589854,0.00002143194,0.0027256834,0.000015218816,0.000006126848,0.000008982441,0.00006259811,0.0000785461,0.0011828063],"genre_scores_gemma":[0.99868256,0.00001636351,0.000694408,0.0000062574995,0.0000010470743,0.000005773322,0.000049865328,0.0000057499196,0.0005379291],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998574,0.000014029377,0.000006570203,0.000020076788,0.00005765571,0.000044189732],"domain_scores_gemma":[0.9996599,0.000098671386,0.000066771914,0.000030230078,0.00007256744,0.00007184667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016256333,0.00041601039,0.0002721297,0.0007065332,0.00037644242,0.00032961808,0.00038688077,0.00061252626,0.0027262205],"category_scores_gemma":[0.0005283177,0.000249808,0.00032220205,0.00028638323,0.0006106453,0.00031568028,0.0005726574,0.00024944101,0.0004866586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011845521,0.00020893835,0.028879404,0.00027435555,0.000066009685,0.0026528446,0.0012221328,0.17408532,0.76236534,0.0006054308,0.0005797369,0.027876012],"study_design_scores_gemma":[0.00005572247,0.001465471,0.1408459,0.00008401486,0.000104220686,0.0011758164,0.005401768,0.60377026,0.24275236,0.0008349802,0.0033473235,0.00016223348],"about_ca_topic_score_codex":0.001910156,"about_ca_topic_score_gemma":0.0033679921,"teacher_disagreement_score":0.0027262205,"about_ca_system_score_codex":0.0002041685,"about_ca_system_score_gemma":0.00029957466,"threshold_uncertainty_score":0.009120166},"labels":[],"label_agreement":null},{"id":"W4220858709","doi":"10.1061/9780784484012.017","title":"Impact of Colloidal Silica Treatment on an Earthfill Dam","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Grouting, Rheology, and Soil Mechanics","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":"Geomechanica (Canada)","funders":"","keywords":"Geotechnical engineering; Earthworks; Outflow; Environmental science; Geology","score_opus":0.011645956171173148,"score_gpt":0.2519835920271822,"score_spread":0.24033763585600904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220858709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873954,0.00003831096,0.0006103812,0.000011215584,0.0000048665825,0.0000064543715,0.000060463422,0.000031671338,0.000497042],"genre_scores_gemma":[0.999186,0.0000378292,0.00044118316,0.0000039698702,4.143226e-7,0.0000033245387,0.000021805781,0.000003534865,0.00030199112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987984,0.000015456302,0.000007808015,0.000020260773,0.00004308228,0.00003348829],"domain_scores_gemma":[0.9998461,0.000056127632,0.000041516054,0.000013448566,0.00002274673,0.00002002096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016741696,0.00029630327,0.00033126696,0.0002391201,0.0002605464,0.0003566072,0.0002890578,0.0004806808,0.0012182605],"category_scores_gemma":[0.00028210267,0.00012278471,0.00031958666,0.00016789223,0.00035058128,0.00017759317,0.00027930332,0.00020783236,0.00013225923],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00089673174,0.00021535193,0.0069604283,0.00023727717,0.0000484076,0.0007267449,0.000101812206,0.18762107,0.79286903,0.00042483132,0.00017273198,0.009725626],"study_design_scores_gemma":[0.00006470996,0.0034396793,0.01861928,0.000030404473,0.0001305571,0.00017382442,0.00029769563,0.2160667,0.75932485,0.00018591563,0.0016137689,0.000052526404],"about_ca_topic_score_codex":0.004181291,"about_ca_topic_score_gemma":0.006046582,"teacher_disagreement_score":0.004181291,"about_ca_system_score_codex":0.00046046803,"about_ca_system_score_gemma":0.00039996312,"threshold_uncertainty_score":0.008313894},"labels":[],"label_agreement":null},{"id":"W4220880985","doi":"10.1061/9780784484036.029","title":"Assessing Piping Risks by Finite Elements","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Dam Engineering and Safety","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":"Dalhousie University","funders":"","keywords":"Piping; Random variable; Levee; Erosion; Finite element method; Foundation (evidence); Geotechnical engineering; Event (particle physics); Geology; Computer science; Engineering; Statistics; Mathematics; Structural engineering; Environmental engineering; Geomorphology; Geography","score_opus":0.020137466171041674,"score_gpt":0.2600100035633097,"score_spread":0.23987253739226805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220880985","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16419812,0.00026561422,0.8227028,0.00025094138,0.000028508355,0.00012480291,0.0002776991,0.0005590868,0.011592401],"genre_scores_gemma":[0.9026957,0.000208783,0.09373238,0.000044977834,0.000016043381,0.00019276558,0.00015559814,0.00006876416,0.002884913],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948066,0.00020678554,0.000030203824,0.00006295174,0.00017756801,0.000041907508],"domain_scores_gemma":[0.99740785,0.0020831015,0.00018874693,0.00009925096,0.00017905478,0.00004206969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011531855,0.00077047927,0.00066277036,0.0012918906,0.0005508594,0.0010682895,0.00090625917,0.0014867301,0.0023662725],"category_scores_gemma":[0.004245925,0.00060732354,0.0007975237,0.00054508616,0.0005825873,0.00088132476,0.0009519727,0.00068036723,0.00028784966],"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":[0.000008100712,0.0000107358865,0.0006248333,0.0000069496728,0.0000070573574,0.000015301337,0.000015316287,0.99438524,0.00039661388,0.0011953657,0.000042573207,0.003291852],"study_design_scores_gemma":[9.629017e-7,0.0000061081587,0.00010808266,0.0000036303575,0.0000016917496,0.0000060983625,0.0000059710005,0.998941,0.00011073381,0.0007184709,0.000094569965,0.0000026564924],"about_ca_topic_score_codex":0.009646791,"about_ca_topic_score_gemma":0.0054464717,"teacher_disagreement_score":0.009646791,"about_ca_system_score_codex":0.00074832456,"about_ca_system_score_gemma":0.0009841955,"threshold_uncertainty_score":0.019181311},"labels":[],"label_agreement":null},{"id":"W4220886605","doi":"10.1061/9780784484043.064","title":"Simplified Bayesian Ground Motion Models for Cumulative Absolute Velocity in Central and Eastern North America","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Seismic Performance and Analysis","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":"University of British Columbia","funders":"","keywords":"Overfitting; Bayesian probability; Strong ground motion; Ground motion; Geography; Geology; Geodesy; Computer science; Seismology; Data mining; Artificial intelligence","score_opus":0.014751563930846959,"score_gpt":0.2226424164212909,"score_spread":0.20789085249044395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220886605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58655703,0.0017830028,0.3936799,0.0021788245,0.000095424104,0.00019755927,0.0029993202,0.00039809273,0.012110867],"genre_scores_gemma":[0.9733759,0.0008341942,0.015447762,0.000143659,0.000048522685,0.00016682483,0.0016172902,0.00005890224,0.008306895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954575,0.00013723149,0.000025159972,0.00016102973,0.00006104135,0.000069776266],"domain_scores_gemma":[0.9987386,0.0006484802,0.00030512206,0.000045408866,0.000200817,0.000061584375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017676171,0.0006907425,0.0008397116,0.001327473,0.0004475295,0.0014823872,0.0024086195,0.0012717285,0.0024946064],"category_scores_gemma":[0.005352514,0.0007253558,0.000932728,0.0012360775,0.00084173266,0.0012887359,0.00095023104,0.0009286512,0.00041345973],"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":[0.000025685778,0.000030609182,0.008307222,0.000022464337,0.00005380159,0.000069039736,0.00012229785,0.9622974,0.00026156922,0.018334055,0.0009663708,0.00950946],"study_design_scores_gemma":[0.000007275906,0.000006796419,0.0026651344,0.000009702758,0.000010563688,0.000013830464,0.000023073308,0.99190384,0.000019659077,0.004894276,0.00043453445,0.000011390015],"about_ca_topic_score_codex":0.14937326,"about_ca_topic_score_gemma":0.10932703,"teacher_disagreement_score":0.14937326,"about_ca_system_score_codex":0.0017356268,"about_ca_system_score_gemma":0.0012124509,"threshold_uncertainty_score":0.29700762},"labels":[],"label_agreement":null},{"id":"W4220903824","doi":"10.1061/9780784484036.068","title":"Flow in Elastic Medium Containing Fine Particles","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Hydraulic Fracturing and Reservoir Analysis","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":"York University","funders":"","keywords":"Poromechanics; Permeability (electromagnetism); Porous medium; Porosity; Pore water pressure; Geology; Isothermal process; Geotechnical engineering; Materials science; Mechanics; Petroleum engineering; Thermodynamics; Chemistry; Physics","score_opus":0.00725902559245548,"score_gpt":0.20785029853470116,"score_spread":0.20059127294224569,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220903824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9505869,0.00016446815,0.041488368,0.00015621312,0.000036274447,0.00005438246,0.00027680027,0.00011314525,0.0071234982],"genre_scores_gemma":[0.99593854,0.000085784945,0.0014272078,0.000016794955,0.000010538509,0.000019956413,0.000080572594,0.00000811756,0.002412473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999393,0.000008206716,0.000003578656,0.00001903987,0.000010625568,0.000019191526],"domain_scores_gemma":[0.9998739,0.00004585314,0.000033129236,0.000012278235,0.000016769975,0.000018022878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000110545276,0.0002984634,0.00029622388,0.00041895043,0.00032082945,0.00066047296,0.00035030447,0.0006968009,0.000833971],"category_scores_gemma":[0.0004854359,0.00018692491,0.00034825032,0.00021980683,0.0007468381,0.00060890353,0.0005046194,0.00026803502,0.00008854821],"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":[0.00026880298,0.00017954996,0.008636298,0.00008514631,0.000045202927,0.00066207536,0.00011975397,0.8863804,0.07956257,0.017582348,0.00027185382,0.0062061395],"study_design_scores_gemma":[0.000019761383,0.00004319379,0.0023002487,0.000003437624,0.0000060124826,0.000042629257,0.000027478956,0.9935441,0.0026706695,0.0011658688,0.00016562705,0.000011012825],"about_ca_topic_score_codex":0.008004297,"about_ca_topic_score_gemma":0.0029255718,"teacher_disagreement_score":0.008004297,"about_ca_system_score_codex":0.00047742267,"about_ca_system_score_gemma":0.0004635526,"threshold_uncertainty_score":0.015915453},"labels":[],"label_agreement":null},{"id":"W4220951014","doi":"10.1061/9780784484029.060","title":"Potential Vertical Rise and Differential Soil Movement in Post-Tensioned Slabs-on-Ground: Why They Are Not Relatable or Interchangeable","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","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":"Advantage Forensics (Canada)","funders":"","keywords":"Expansive; Expansive clay; Slab; Differential (mechanical device); Geotechnical engineering; Foundation (evidence); Work (physics); Civil engineering; Shallow foundation; Engineering; Ground movement; Geology; Structural engineering; Soil water; Mechanical engineering; Law; Soil science; Aerospace engineering","score_opus":0.009664522919838792,"score_gpt":0.1964503088623504,"score_spread":0.1867857859425116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220951014","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3310254,0.014988612,0.5139653,0.004058764,0.00080368324,0.00020351188,0.00066517055,0.0016579612,0.13263163],"genre_scores_gemma":[0.9387838,0.0026414664,0.047110833,0.00017726618,0.00005993267,0.00006624048,0.0002099935,0.00020785978,0.010742508],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9974504,0.00042081077,0.0001748694,0.0002320462,0.0015412677,0.00018054292],"domain_scores_gemma":[0.9984035,0.00035152308,0.00037416263,0.00018921916,0.00058507087,0.00009650931],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019512391,0.0004990463,0.0004982701,0.0009103917,0.00031472466,0.0018375358,0.0015828422,0.000952018,0.0017719378],"category_scores_gemma":[0.0032165025,0.0004909676,0.0004416805,0.0009229788,0.001897768,0.0014435882,0.0010964903,0.0012027101,0.0009929124],"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":[0.0009469458,0.00015802348,0.02489602,0.0018314167,0.000058890248,0.0014010491,0.0013949428,0.06471472,0.18818426,0.09337165,0.009557363,0.6134847],"study_design_scores_gemma":[0.00017880466,0.0032649634,0.14308263,0.0019339417,0.00023585364,0.0062097,0.0048231613,0.16602577,0.31816936,0.06435888,0.29112044,0.00059652794],"about_ca_topic_score_codex":0.0044982173,"about_ca_topic_score_gemma":0.008062911,"teacher_disagreement_score":0.0044982173,"about_ca_system_score_codex":0.001313797,"about_ca_system_score_gemma":0.0012075664,"threshold_uncertainty_score":0.010319233},"labels":[],"label_agreement":null},{"id":"W4221009399","doi":"10.1061/9780784484036.009","title":"Heat Loss in Landfills as a Function of Landfill Size","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Environmental science; Leachate; Geothermal gradient; Volume (thermodynamics); Heat generation; Geotechnical engineering; Waste management; Environmental engineering; Soil science; Geology; Thermodynamics; Engineering","score_opus":0.0052474810705483875,"score_gpt":0.21069340154688537,"score_spread":0.20544592047633697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221009399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801826,0.000028468912,0.00096508884,0.00001209142,0.0000017865573,0.0000052370506,0.00020201977,0.00007470099,0.0006923127],"genre_scores_gemma":[0.9993506,0.000016459579,0.00022654998,0.0000023630935,4.4296743e-7,0.000006379379,0.00014090144,0.000009086342,0.00024717252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997873,0.00004049804,0.000012771816,0.000040408075,0.000047718124,0.00007135874],"domain_scores_gemma":[0.99916875,0.00049210736,0.00011583906,0.00006996807,0.00010670556,0.00004658092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049317256,0.00037975147,0.00040678206,0.0004077439,0.00029273078,0.00065254036,0.00032111033,0.00033828197,0.0014047034],"category_scores_gemma":[0.0010117114,0.0002457148,0.00055912946,0.0007672518,0.00039481698,0.00061235554,0.0003132731,0.0002264143,0.00018923703],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009394997,0.00011746563,0.08663218,0.00007125119,0.00005900941,0.00025890383,0.00014902346,0.8746464,0.029256888,0.00035629305,0.00023838808,0.007274656],"study_design_scores_gemma":[0.00008823584,0.0011910079,0.16895771,0.000025377389,0.0001082803,0.00028181652,0.0010511435,0.75555384,0.07074903,0.0008137374,0.001101518,0.00007833106],"about_ca_topic_score_codex":0.0057802,"about_ca_topic_score_gemma":0.005099898,"teacher_disagreement_score":0.0057802,"about_ca_system_score_codex":0.00067575136,"about_ca_system_score_gemma":0.0003630167,"threshold_uncertainty_score":0.011493087},"labels":[],"label_agreement":null},{"id":"W4221016979","doi":"10.1061/9780784484029.059","title":"An Experimental Study on the Interface between a Waterproofing Membrane in Contact with Dry and Saturated Sand","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Waterproofing; Geotechnical engineering; Materials science; Direct shear test; Membrane; Shear strength (soil); Contact angle; Composite material; Geology; Shear (geology); Soil water; Chemistry; Soil science","score_opus":0.008295349529261717,"score_gpt":0.2348318211718534,"score_spread":0.22653647164259166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221016979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950373,0.000037767317,0.00020389403,0.000005339291,0.0000049141436,0.00001133841,0.000045209625,0.000006233798,0.0001815752],"genre_scores_gemma":[0.9984629,0.000054655546,0.0006386716,0.000007082392,0.0000028382558,0.000009746383,0.00006156679,0.00000388926,0.0007586192],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994925,0.000045843306,0.000044429587,0.00009576668,0.00018643224,0.0001349709],"domain_scores_gemma":[0.99910104,0.00028827734,0.00013007152,0.00013879054,0.00023775929,0.00010413803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042584052,0.00040271648,0.0004768996,0.00039953843,0.0006937413,0.00035720636,0.00056381454,0.0006533384,0.0028591675],"category_scores_gemma":[0.0010144762,0.0002633174,0.00040916065,0.00034440868,0.0005725119,0.00037130932,0.00063383725,0.0005520031,0.00027949404],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006626241,0.00015176392,0.00453325,0.00010652883,0.000016366324,0.00033242308,0.00061506144,0.00055610004,0.9902828,0.0000910564,0.00006880387,0.0025832155],"study_design_scores_gemma":[0.000048843976,0.004775134,0.06598188,0.000026410004,0.00006242701,0.0003121607,0.0018400672,0.004698588,0.9210907,0.00005198264,0.0010811844,0.000030618583],"about_ca_topic_score_codex":0.0046623405,"about_ca_topic_score_gemma":0.0075533544,"teacher_disagreement_score":0.0046623405,"about_ca_system_score_codex":0.0004026228,"about_ca_system_score_gemma":0.00039150903,"threshold_uncertainty_score":0.009564877},"labels":[],"label_agreement":null},{"id":"W4221022406","doi":"10.1061/9780784484050.012","title":"Field Temperatures and Geothermal Modeling of an MSW Landfill Located in Humid Climate","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Concrete and Cement Materials Research","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":"Nuclear Waste Management Organization","funders":"","keywords":"Leachate; Geothermal gradient; Municipal solid waste; Environmental science; Waste management; Waste heat; Combustion; Infiltration (HVAC); Coal; Environmental engineering; Materials science; Geology; Heat exchanger; Chemistry","score_opus":0.01018352701327736,"score_gpt":0.23930041063153845,"score_spread":0.2291168836182611,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221022406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99694866,0.00001166669,0.0011350106,0.000021331294,0.0000019048072,0.000014156224,0.000250955,0.000042717937,0.0015735762],"genre_scores_gemma":[0.9988236,0.000015253138,0.0005766779,0.000003430086,7.219933e-7,0.000016173364,0.000114403556,0.0000043510095,0.0004454786],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994624,0.000011279547,0.0000029413231,0.000016308888,0.000008468229,0.000014723038],"domain_scores_gemma":[0.99991226,0.00003916705,0.000013329935,0.0000075604653,0.000018942983,0.000008707389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014889044,0.00034667822,0.00031280005,0.00032757275,0.00038540392,0.00039690765,0.0004030961,0.0005094349,0.0011987244],"category_scores_gemma":[0.00017218562,0.00023269039,0.00042481537,0.00042969198,0.00033712244,0.00034628596,0.00018146637,0.0002573458,0.000149126],"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":[0.00019069936,0.00017630232,0.01471864,0.000028690047,0.0000123294,0.0001449192,0.000069072186,0.9721996,0.008817261,0.00030298062,0.00018221648,0.003157233],"study_design_scores_gemma":[0.000026470598,0.00008137492,0.0059821615,0.0000026290877,0.0000067457772,0.000013976403,0.00009135775,0.99059886,0.0029651576,0.00009320992,0.00013040808,0.000007664186],"about_ca_topic_score_codex":0.03604603,"about_ca_topic_score_gemma":0.027655905,"teacher_disagreement_score":0.03604603,"about_ca_system_score_codex":0.0010658975,"about_ca_system_score_gemma":0.0006079974,"threshold_uncertainty_score":0.07167244},"labels":[],"label_agreement":null},{"id":"W4221033462","doi":"10.1061/9780784484043.023","title":"A Simplified Approach to Model Deck Resistance and Back Rotation of Abutments due to Lateral Spreading","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Mechanics","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":"WSP (Canada)","funders":"","keywords":"Superstructure; Deck; Structural engineering; Abutment; Pile; Rotation (mathematics); Geotechnical engineering; Bridge (graph theory); Engineering; Computer science","score_opus":0.010924045569231676,"score_gpt":0.20359709660147512,"score_spread":0.19267305103224344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221033462","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08985499,0.000336085,0.8881739,0.00020055006,0.00011486064,0.00010275539,0.00061171025,0.00048812298,0.02011711],"genre_scores_gemma":[0.91160893,0.000695327,0.0670132,0.00007130497,0.000058503647,0.0001804161,0.0004249107,0.00020123435,0.019746281],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997886,0.000046388184,0.00001351738,0.000060110855,0.000063772444,0.00002771508],"domain_scores_gemma":[0.99984205,0.00003857488,0.00003476668,0.000028110055,0.000044646407,0.000011759098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018863514,0.0011666212,0.00063119567,0.0006231353,0.00039057762,0.0008395731,0.0013080986,0.0013558355,0.0039144293],"category_scores_gemma":[0.00060627935,0.00044327482,0.0008855002,0.00048476356,0.0004432047,0.0008269374,0.0007487172,0.0008616606,0.00087445433],"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":[0.00002298758,0.00003108434,0.0008020857,0.000062418345,0.000018752326,0.00024248126,0.000091616384,0.9656266,0.0110569075,0.008748569,0.00050283835,0.012793686],"study_design_scores_gemma":[0.000003304337,0.000025175126,0.00054424757,0.000005199463,0.000009598526,0.000059891616,0.000017981078,0.99591416,0.0007989019,0.0011616512,0.0014498176,0.000010163011],"about_ca_topic_score_codex":0.011132775,"about_ca_topic_score_gemma":0.008553392,"teacher_disagreement_score":0.011132775,"about_ca_system_score_codex":0.00055912574,"about_ca_system_score_gemma":0.000603567,"threshold_uncertainty_score":0.022135973},"labels":[],"label_agreement":null},{"id":"W4221098789","doi":"10.1061/9780784484029.048","title":"Evaluating Lateral Bracing Code Requirements for Large Diameter Foundations","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Structural Behavior of Reinforced Concrete","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":"Nickel Institute","funders":"","keywords":"Pile; Foundation (evidence); Bracing; Pier; Structural engineering; Engineering; Code (set theory); Column (typography); Brace; Limiting; Geotechnical engineering; Finite element method; Computer science; Geology; Civil engineering; Mechanical engineering; Connection (principal bundle); Archaeology; Programming language; History","score_opus":0.054851118706237184,"score_gpt":0.3420419360325184,"score_spread":0.28719081732628127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221098789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93261397,0.00018193535,0.027604975,0.00031196,0.000065426364,0.00034710288,0.0011854067,0.0008898278,0.036799397],"genre_scores_gemma":[0.97834706,0.000090220004,0.015871031,0.000051504147,0.00000819434,0.00019179925,0.0010524807,0.00027714606,0.00411053],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9940707,0.0008353372,0.0001919071,0.00025552264,0.004154327,0.00049226516],"domain_scores_gemma":[0.9698518,0.013361774,0.002362072,0.0019242907,0.01182034,0.000679851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0044309855,0.0006267698,0.00029829302,0.00238956,0.0007738601,0.0010033236,0.0012228191,0.00090026826,0.0051734513],"category_scores_gemma":[0.03374249,0.00034887707,0.000381837,0.00091294554,0.00087546726,0.0011298175,0.0009175421,0.00061384734,0.0009247427],"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":[0.0024723518,0.001014895,0.083735645,0.0009383882,0.000057416783,0.0013550194,0.0015487778,0.6051516,0.11693888,0.033710822,0.016114965,0.13696125],"study_design_scores_gemma":[0.00021154562,0.002631592,0.07268012,0.00047715666,0.00009566451,0.0004756442,0.0027122009,0.78510314,0.09890843,0.0060997666,0.030437011,0.00016778152],"about_ca_topic_score_codex":0.016335959,"about_ca_topic_score_gemma":0.030538587,"teacher_disagreement_score":0.016335959,"about_ca_system_score_codex":0.0022018065,"about_ca_system_score_gemma":0.002296112,"threshold_uncertainty_score":0.03248173},"labels":[],"label_agreement":null},{"id":"W4221120846","doi":"10.1061/9780784484029.044","title":"Performance of Station Excavations for LA Metro K (Crenshaw/LAX) Line","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Analysis","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":"Stantec (Canada)","funders":"","keywords":"Excavation; Geotechnical engineering; Settlement (finance); Deflection (physics); Alluvium; Stiffness; Metro station; Geology; Engineering; Structural engineering; Computer science; Geomorphology","score_opus":0.007974531190099396,"score_gpt":0.2125616850473216,"score_spread":0.2045871538572222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221120846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99959844,0.000010189222,0.00006741107,0.0000047241124,6.960527e-7,0.000005470719,0.000055158693,0.000011693271,0.00024615208],"genre_scores_gemma":[0.99904674,0.00001620381,0.00021699222,0.0000030118745,0.0000010497031,0.000006164072,0.00013003347,0.000005467235,0.00057423126],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99938095,0.000126519,0.000041280953,0.0001226243,0.00013839874,0.00019009857],"domain_scores_gemma":[0.99822587,0.00066299294,0.00031695,0.00019128161,0.0003402836,0.00026258166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005431538,0.00035301817,0.0003578758,0.0004798053,0.00083290646,0.00056534196,0.0004565944,0.00053483737,0.0018162817],"category_scores_gemma":[0.0021537459,0.00027536284,0.00023280489,0.00044187694,0.0005140086,0.00038797624,0.00075592875,0.00029745267,0.00047922414],"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":[0.009527486,0.0021523098,0.64411515,0.00051360304,0.00035855031,0.003299275,0.006041678,0.06609877,0.090623945,0.00024047584,0.002485647,0.17454305],"study_design_scores_gemma":[0.00010470154,0.0055106524,0.9516381,0.000028608607,0.00009536784,0.00040318738,0.0051342645,0.016163826,0.017905133,0.00006525054,0.0028917652,0.00005906781],"about_ca_topic_score_codex":0.019627757,"about_ca_topic_score_gemma":0.07462155,"teacher_disagreement_score":0.019627757,"about_ca_system_score_codex":0.00066993345,"about_ca_system_score_gemma":0.00055198494,"threshold_uncertainty_score":0.039027035},"labels":[],"label_agreement":null},{"id":"W4221132241","doi":"10.1061/9780784484036.025","title":"RLEM versus RFEM in Stochastic Slope Stability Analyses in Geomechanics","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Analysis","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":"Geomechanica (Canada); Rocscience (Canada)","funders":"","keywords":"Stability (learning theory); Geomechanics; Slope stability analysis; Reliability (semiconductor); Slope stability; Geotechnical engineering; Probabilistic logic; Stochastic process; Random field; Computer science; Mathematics; Geology; Statistics; Machine learning","score_opus":0.02974620510625264,"score_gpt":0.25903901480824904,"score_spread":0.2292928097019964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221132241","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.116743386,0.0020234496,0.87319267,0.00022950333,0.000083910214,0.00005795675,0.00012741289,0.00065387157,0.006887912],"genre_scores_gemma":[0.74913365,0.0008401279,0.2471126,0.0000745754,0.00004840544,0.00010255439,0.00017135771,0.0002648273,0.002251936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897826,0.0005404265,0.000058662517,0.0001400473,0.00024036474,0.00004222797],"domain_scores_gemma":[0.99833846,0.0010686864,0.00015341255,0.00023082083,0.00018765459,0.000020896354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023997072,0.0005217462,0.0005275802,0.0011666579,0.00031631748,0.0007674492,0.00063053455,0.0007234036,0.0020382982],"category_scores_gemma":[0.004655826,0.00021804882,0.0005480818,0.0008340855,0.0008835988,0.0011229347,0.00089516095,0.0005617317,0.00045751562],"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":[0.00035488242,0.00014714757,0.0069856015,0.00066367217,0.00012553448,0.00034564533,0.0004910128,0.60122275,0.031696625,0.073513895,0.001507389,0.28294587],"study_design_scores_gemma":[0.00001473001,0.00020198665,0.003811223,0.00009153301,0.000030468707,0.00024755075,0.00017087902,0.9663795,0.009971611,0.013704364,0.0053390507,0.00003719153],"about_ca_topic_score_codex":0.0013532424,"about_ca_topic_score_gemma":0.0020786982,"teacher_disagreement_score":0.0023997072,"about_ca_system_score_codex":0.00023166918,"about_ca_system_score_gemma":0.00032926945,"threshold_uncertainty_score":0.012691021},"labels":[],"label_agreement":null},{"id":"W4226258171","doi":"10.1061/9780784484012.063","title":"Soil Water Retention Curve and Hydraulic Conductivity of Fungi-Treated Sand","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Soil water; Water retention; Mycelium; Porosity; Wetting; Scanning electron microscope; Soil science; Penetration (warfare); Materials science; Environmental science; Botany; Composite material; Biology","score_opus":0.011536090084838854,"score_gpt":0.21769701910339398,"score_spread":0.20616092901855512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226258171","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99845016,0.00020454027,0.00022302973,0.000012876661,0.000005439742,0.000009246361,0.00035123492,0.0000143526,0.0007289906],"genre_scores_gemma":[0.9961958,0.00019508133,0.0005802833,0.000015756588,0.0000013152792,0.000012482532,0.00045861478,0.000006267585,0.0025345031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989533,0.000009100551,0.00000937324,0.000020710237,0.00004029587,0.000025096435],"domain_scores_gemma":[0.99984574,0.000027185346,0.000029841889,0.000009267298,0.000053108688,0.000034800843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006970214,0.0002382192,0.00019248592,0.00024940225,0.00016482355,0.00021030716,0.00010846858,0.00014721122,0.0012323104],"category_scores_gemma":[0.0001068945,0.00009832605,0.00018127354,0.00023327816,0.0001738658,0.00010806976,0.000093549526,0.00024614693,0.00016894826],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017095752,0.000038609785,0.0025218618,0.00003979818,0.000009342509,0.0000395338,0.000054597655,0.00020161863,0.9947797,0.000017303895,0.00004887367,0.0020777748],"study_design_scores_gemma":[0.0000048076295,0.0006701234,0.06455382,0.0000064310616,0.000025468158,0.000058923048,0.00018533524,0.00069406466,0.9327584,0.000015096004,0.0010127852,0.000014803994],"about_ca_topic_score_codex":0.023753515,"about_ca_topic_score_gemma":0.05219923,"teacher_disagreement_score":0.023753515,"about_ca_system_score_codex":0.00046861274,"about_ca_system_score_gemma":0.00038568597,"threshold_uncertainty_score":0.04723054},"labels":[],"label_agreement":null}]}