{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":23,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":23,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"6475d292e455","filters":{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Christopher R. Ryan","is_ca":true},{"name":"Daniel Ruffing","is_ca":true},{"name":"Jeffrey Evans","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0176249716747527,"gpt":0.2132817065746583,"spread":0.1956567348999056,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001109933,0.0004020371,0.000196204,0.0009972422,0.0004883301,0.001124347,0.000646666,0.0004832932,0.001647285],"category_scores_gemma":[0.0008811665,0.0002841216,0.0001787615,0.001659316,0.0006398631,0.0007693967,0.0004422159,0.000471111,0.0007762213],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001493523,"about_ca_system_score_gemma":0.0009697718,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005529939,"about_ca_topic_score_gemma":0.0274996,"domain_scores_codex":[0.9994531,0.00007503754,0.00005243353,0.00008911209,0.0002905465,0.00003966559],"domain_scores_gemma":[0.9994158,0.00007823493,0.0001119485,0.00004931252,0.0003005064,0.00004423238],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001945232,0.0001739403,0.01633906,0.001673944,0.00002005493,0.0006831778,0.001036155,0.00899031,0.07782083,0.01229074,0.003439371,0.8773379],"study_design_scores_gemma":[0.00001919899,0.001450437,0.05131271,0.0007770161,0.00004804073,0.002151123,0.001841917,0.0034858,0.1236524,0.002538413,0.8126067,0.0001162989],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.6612552,0.1098557,0.101463,0.002994365,0.0004512207,0.0004044506,0.0005028057,0.0005629879,0.1225103],"genre_scores_gemma":[0.7600906,0.07749522,0.08562621,0.0003416621,0.0001049444,0.00009206872,0.0006669019,0.0002162168,0.07536615],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.005529939,"threshold_uncertainty_score":0.01099551,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Anna Chiaradonna","is_ca":true},{"name":"Katerina Ziotopoulou","is_ca":true},{"name":"Trevor J. Carey","is_ca":true},{"name":"Jason T. DeJong","is_ca":true},{"name":"Ross W. Boulanger","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01044698657400807,"gpt":0.2200072808991701,"spread":0.209560294325162,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002970842,0.0005783838,0.0004384577,0.0005019296,0.0002941009,0.0005982858,0.0008168996,0.0007032593,0.001099751],"category_scores_gemma":[0.001301978,0.0002773043,0.0004019007,0.0003161031,0.000454515,0.0005626587,0.0004340335,0.0004299923,0.0002403276],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004077834,"about_ca_system_score_gemma":0.0007095808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01369142,"about_ca_topic_score_gemma":0.01287842,"domain_scores_codex":[0.9998682,0.00002321983,0.000008806599,0.00002815898,0.00005309413,0.00001863843],"domain_scores_gemma":[0.9993889,0.0003019041,0.00008306767,0.000107721,0.00009332933,0.00002514115],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00008929073,0.00008676477,0.007374316,0.00004714795,0.00001563148,0.00006789914,0.00003976061,0.9736388,0.008808751,0.0005167857,0.0001034819,0.009211331],"study_design_scores_gemma":[0.000003265275,0.00004764479,0.001274694,0.000002619414,0.000003395135,0.000009190831,0.00001436839,0.9960191,0.002449602,0.00008888749,0.00008265945,0.000004593639],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9332374,0.0001182991,0.06086247,0.0001049203,0.00001673079,0.00006590271,0.0003613663,0.0008247041,0.004408242],"genre_scores_gemma":[0.9943683,0.00004392132,0.005030488,0.000007412041,0.000002239196,0.000023379,0.0001310297,0.00001740187,0.0003759042],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01369142,"threshold_uncertainty_score":0.02722347,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Sina Javankhoshdel","is_ca":true},{"name":"Moslem Rezvani","is_ca":true},{"name":"Mahtab Fatehi","is_ca":true},{"name":"Reza Jamshidi Chenari","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02974620510625264,"gpt":0.259039014808249,"spread":0.2292928097019964,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002399707,0.0005217462,0.0005275802,0.001166658,0.0003163175,0.0007674492,0.0006305345,0.0007234036,0.002038298],"category_scores_gemma":[0.004655826,0.0002180488,0.0005480818,0.0008340855,0.0008835988,0.001122935,0.0008951609,0.0005617317,0.0004575156],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002316692,"about_ca_system_score_gemma":0.0003292694,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001353242,"about_ca_topic_score_gemma":0.002078698,"domain_scores_codex":[0.9989783,0.0005404265,0.00005866252,0.0001400473,0.0002403647,0.00004222797],"domain_scores_gemma":[0.9983385,0.001068686,0.0001534125,0.0002308208,0.0001876546,0.00002089635],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003548824,0.0001471476,0.006985602,0.0006636722,0.0001255345,0.0003456453,0.0004910128,0.6012228,0.03169663,0.0735139,0.001507389,0.2829459],"study_design_scores_gemma":[0.00001473001,0.0002019867,0.003811223,0.00009153301,0.00003046871,0.0002475507,0.000170879,0.9663795,0.009971611,0.01370436,0.005339051,0.00003719153],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1167434,0.00202345,0.8731927,0.0002295033,0.00008391021,0.00005795675,0.0001274129,0.0006538716,0.006887912],"genre_scores_gemma":[0.7491336,0.0008401279,0.2471126,0.0000745754,0.00004840544,0.0001025544,0.0001713577,0.0002648273,0.002251936],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002399707,"threshold_uncertainty_score":0.01269102,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Cementation (geology); Calcite; Calcium carbonate; Thermal conductivity; Chemistry; Calcium; Precipitation; Materials science; Cement; Mineralogy; Composite material; Metallurgy","authors":[{"name":"Pinar Gunyol","is_ca":false},{"name":"Mohammad Khosravi","is_ca":false},{"name":"A. J. Phillips","is_ca":false},{"name":"Kathryn Plymesser","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01174203628924256,"gpt":0.2075045879584409,"spread":0.1957625516691983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001922788,0.0002516393,0.000194285,0.0002919159,0.0001764156,0.0002461298,0.0001862814,0.0001499783,0.00115644],"category_scores_gemma":[0.0004053484,0.0001362498,0.0001571703,0.0003280587,0.0002474727,0.0001440759,0.0001123752,0.0002241119,0.0001687621],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000628309,"about_ca_system_score_gemma":0.0003542078,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01032561,"about_ca_topic_score_gemma":0.02494369,"domain_scores_codex":[0.999798,0.00001746468,0.00001773998,0.00003562007,0.0001021402,0.00002904465],"domain_scores_gemma":[0.9997379,0.000059326,0.00005262674,0.00001488347,0.0001038835,0.00003123301],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00008153934,0.000008615403,0.001815693,0.00004782719,0.000004998106,0.00003360134,0.00005285245,0.0004980703,0.9962723,0.0000215506,0.00002025805,0.001142622],"study_design_scores_gemma":[0.000003400392,0.0001841386,0.02686342,0.000005467385,0.0000133246,0.00005781666,0.0001086819,0.0009869038,0.9710425,0.00001279698,0.0007107662,0.00001082341],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983336,0.0002079208,0.0005048721,0.00000904144,0.000004400129,0.00001327115,0.0003690924,0.000014578,0.0005431594],"genre_scores_gemma":[0.9976974,0.0001726212,0.0006577327,0.000007126912,9.658169e-7,0.00001224756,0.0002849489,0.000007475055,0.001159453],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01032561,"threshold_uncertainty_score":0.020531,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Sylvester Agbo","is_ca":true},{"name":"Kshama Roy","is_ca":true},{"name":"Samer Adeeb","is_ca":true},{"name":"Yong Li","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00531122980193008,"gpt":0.2011158831271409,"spread":0.1958046533252109,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001587417,0.0002674815,0.000192541,0.0002332473,0.0001480242,0.0002122657,0.0001455452,0.0003051618,0.001213978],"category_scores_gemma":[0.0005164359,0.0001699072,0.0001894101,0.0001618244,0.0004320123,0.0001707935,0.0002653633,0.0001597938,0.000147079],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001311339,"about_ca_system_score_gemma":0.0001482466,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001003925,"about_ca_topic_score_gemma":0.001503261,"domain_scores_codex":[0.9998661,0.00002072811,0.000009521839,0.00001984563,0.00004319482,0.00004058932],"domain_scores_gemma":[0.9996575,0.0001073048,0.0001013616,0.00003476722,0.00005477362,0.00004421094],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009264902,0.0001099167,0.01226459,0.00009643612,0.00002816828,0.0006894671,0.0002150165,0.08294435,0.8919821,0.0001429159,0.0001341137,0.0104665],"study_design_scores_gemma":[0.00006175858,0.003606048,0.1829849,0.00003981627,0.00008291336,0.0005747435,0.001273402,0.2871142,0.5230429,0.0002646329,0.0008891234,0.0000656052],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988833,0.00001626907,0.0007742569,0.000008390156,0.000002579448,0.00000172227,0.00001925007,0.000009573857,0.0002845615],"genre_scores_gemma":[0.9997266,0.00001372421,0.0001089524,0.000002347904,4.16961e-7,0.00000115885,0.00001326993,0.000001709418,0.0001318642],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001213978,"threshold_uncertainty_score":0.004061103,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Milind V. Khire","is_ca":true},{"name":"Terry R. Johnson","is_ca":true},{"name":"W. C. B. Meyer","is_ca":true},{"name":"Richard I. G. Holt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01018352701327736,"gpt":0.2393004106315385,"spread":0.2291168836182611,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001488904,0.0003466782,0.0003128001,0.0003275728,0.0003854039,0.0003969076,0.0004030961,0.0005094349,0.001198724],"category_scores_gemma":[0.0001721856,0.0002326904,0.0004248154,0.000429692,0.0003371224,0.000346286,0.0001814664,0.0002573458,0.000149126],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001065898,"about_ca_system_score_gemma":0.0006079974,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03604603,"about_ca_topic_score_gemma":0.02765591,"domain_scores_codex":[0.9999462,0.00001127955,0.000002941323,0.00001630889,0.000008468229,0.00001472304],"domain_scores_gemma":[0.9999123,0.00003916705,0.00001332994,0.000007560465,0.00001894298,0.000008707389],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001906994,0.0001763023,0.01471864,0.00002869005,0.0000123294,0.0001449192,0.00006907219,0.9721996,0.008817261,0.0003029806,0.0001822165,0.003157233],"study_design_scores_gemma":[0.0000264706,0.00008137492,0.005982161,0.000002629088,0.000006745777,0.0000139764,0.00009135775,0.9905989,0.002965158,0.00009320992,0.0001304081,0.000007664186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969487,0.00001166669,0.001135011,0.00002133129,0.000001904807,0.00001415622,0.000250955,0.00004271794,0.001573576],"genre_scores_gemma":[0.9988236,0.00001525314,0.0005766779,0.000003430086,7.219933e-7,0.00001617336,0.0001144036,0.000004351009,0.0004454786],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03604603,"threshold_uncertainty_score":0.07167244,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geotechnical engineering; Earthworks; Outflow; Environmental science; Geology","authors":[{"name":"Alessandro Fraccica","is_ca":true},{"name":"Giovanni Spagnoli","is_ca":true},{"name":"Enrique Romero","is_ca":true},{"name":"Marcos Arroyo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01164595617117315,"gpt":0.2519835920271822,"spread":0.240337635856009,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000167417,0.0002963033,0.000331267,0.0002391201,0.0002605464,0.0003566072,0.0002890578,0.0004806808,0.00121826],"category_scores_gemma":[0.0002821027,0.0001227847,0.0003195867,0.0001678922,0.0003505813,0.0001775932,0.0002793033,0.0002078324,0.0001322592],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000460468,"about_ca_system_score_gemma":0.0003999631,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004181291,"about_ca_topic_score_gemma":0.006046582,"domain_scores_codex":[0.9998798,0.0000154563,0.000007808015,0.00002026077,0.00004308228,0.00003348829],"domain_scores_gemma":[0.9998461,0.00005612763,0.00004151605,0.00001344857,0.00002274673,0.00002002096],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008967317,0.0002153519,0.006960428,0.0002372772,0.0000484076,0.0007267449,0.0001018122,0.1876211,0.792869,0.0004248313,0.000172732,0.009725626],"study_design_scores_gemma":[0.00006470996,0.003439679,0.01861928,0.00003040447,0.0001305571,0.0001738244,0.0002976956,0.2160667,0.7593248,0.0001859156,0.001613769,0.0000525264],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987395,0.00003831096,0.0006103812,0.00001121558,0.000004866582,0.000006454371,0.00006046342,0.00003167134,0.000497042],"genre_scores_gemma":[0.999186,0.0000378292,0.0004411832,0.00000396987,4.143226e-7,0.000003324539,0.00002180578,0.000003534865,0.0003019911],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004181291,"threshold_uncertainty_score":0.008313894,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Marzieh Shahraki","is_ca":false},{"name":"Anthony Tessari","is_ca":false},{"name":"Chandrakanth Bolisetti","is_ca":false},{"name":"Efe G. Kurt","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008295349529261717,"gpt":0.2348318211718534,"spread":0.2265364716425917,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004258405,0.0004027165,0.0004768996,0.0003995384,0.0006937413,0.0003572064,0.0005638145,0.0006533384,0.002859168],"category_scores_gemma":[0.001014476,0.0002633174,0.0004091607,0.0003444087,0.0005725119,0.0003713093,0.0006338372,0.0005520031,0.000279494],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004026228,"about_ca_system_score_gemma":0.000391509,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004662341,"about_ca_topic_score_gemma":0.007553354,"domain_scores_codex":[0.9994925,0.00004584331,0.00004442959,0.00009576668,0.0001864322,0.0001349709],"domain_scores_gemma":[0.999101,0.0002882773,0.0001300715,0.0001387905,0.0002377593,0.000104138],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006626241,0.0001517639,0.00453325,0.0001065288,0.00001636632,0.0003324231,0.0006150614,0.0005561,0.9902828,0.0000910564,0.00006880387,0.002583215],"study_design_scores_gemma":[0.00004884398,0.004775134,0.06598188,0.00002641,0.00006242701,0.0003121607,0.001840067,0.004698588,0.9210907,0.00005198264,0.001081184,0.00003061858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995037,0.00003776732,0.000203894,0.000005339291,0.000004914144,0.00001133841,0.00004520962,0.000006233798,0.0001815752],"genre_scores_gemma":[0.9984629,0.00005465555,0.0006386716,0.000007082392,0.000002838256,0.000009746383,0.00006156679,0.00000388926,0.0007586192],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004662341,"threshold_uncertainty_score":0.009564877,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Emad Norouzi","is_ca":true},{"name":"Biao Li","is_ca":true},{"name":"Emre Erkmen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01344708639862196,"gpt":0.2184108092453534,"spread":0.2049637228467315,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003200916,0.0003887887,0.0003454087,0.0005708546,0.000235337,0.0004865885,0.0003728752,0.0005709858,0.0008850514],"category_scores_gemma":[0.0008684256,0.000238741,0.0004532842,0.0002858066,0.0005512515,0.00032979,0.0004864643,0.0002807431,0.0001266466],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003736025,"about_ca_system_score_gemma":0.0004631554,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003903611,"about_ca_topic_score_gemma":0.003629006,"domain_scores_codex":[0.9999024,0.00002000056,0.000007594781,0.0000253157,0.00002735453,0.00001741973],"domain_scores_gemma":[0.9996818,0.0001590579,0.00006177177,0.00003551858,0.00004653218,0.00001540451],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004509521,0.00003543451,0.001865114,0.00007839927,0.00001887474,0.0001316959,0.00009782307,0.9570332,0.02828288,0.003273792,0.000133951,0.009003819],"study_design_scores_gemma":[0.000002784073,0.000005818892,0.0002239413,0.000001871844,0.000001934301,0.0000101952,0.000009068457,0.9982476,0.001130228,0.0002431136,0.0001210049,0.000002391788],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.4914921,0.0002515504,0.4986376,0.0001470713,0.00003795764,0.00008531556,0.0001705095,0.0003698232,0.008808113],"genre_scores_gemma":[0.9315029,0.0001361365,0.06570692,0.00002588128,0.0000163239,0.00008070899,0.0001382669,0.00006921455,0.002323656],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003903611,"threshold_uncertainty_score":0.007761776,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Milind V. Khire","is_ca":true},{"name":"Terry R. Johnson","is_ca":true},{"name":"Richard I. G. Holt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005247481070548387,"gpt":0.2106934015468854,"spread":0.205445920476337,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004931726,0.0003797515,0.0004067821,0.0004077439,0.0002927308,0.0006525404,0.0003211103,0.000338282,0.001404703],"category_scores_gemma":[0.001011711,0.0002457148,0.0005591295,0.0007672518,0.000394817,0.0006123555,0.0003132731,0.0002264143,0.000189237],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006757514,"about_ca_system_score_gemma":0.0003630167,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0057802,"about_ca_topic_score_gemma":0.005099898,"domain_scores_codex":[0.9997873,0.00004049804,0.00001277182,0.00004040807,0.00004771812,0.00007135874],"domain_scores_gemma":[0.9991688,0.0004921074,0.0001158391,0.00006996807,0.0001067056,0.00004658092],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0009394997,0.0001174656,0.08663218,0.00007125119,0.00005900941,0.0002589038,0.0001490235,0.8746464,0.02925689,0.0003562931,0.0002383881,0.007274656],"study_design_scores_gemma":[0.00008823584,0.001191008,0.1689577,0.00002537739,0.0001082803,0.0002818165,0.001051144,0.7555538,0.07074903,0.0008137374,0.001101518,0.00007833106],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980183,0.00002846891,0.0009650888,0.00001209142,0.000001786557,0.000005237051,0.0002020198,0.00007470099,0.0006923127],"genre_scores_gemma":[0.9993506,0.00001645958,0.00022655,0.000002363093,4.429674e-7,0.000006379379,0.0001409014,0.000009086342,0.0002471725],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0057802,"threshold_uncertainty_score":0.01149309,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Charbel Beaino","is_ca":true},{"name":"Youssef M. A. Hashash","is_ca":true},{"name":"Timothy Bernard","is_ca":true},{"name":"Abby Hutter","is_ca":true},{"name":"Maksymilian Jasiak","is_ca":true},{"name":"Jack Lawrence","is_ca":true},{"name":"Wendy Patricia","is_ca":true},{"name":"Michael Pearce","is_ca":true},{"name":"Anne Lemnitzer","is_ca":true},{"name":"Lisa Star","is_ca":true},{"name":"Namasivayam Sathialingam","is_ca":true},{"name":"Edward J. Cording","is_ca":true},{"name":"Thomas D. O’Rourke","is_ca":true},{"name":"Androush Danielians","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007974531190099396,"gpt":0.2125616850473216,"spread":0.2045871538572222,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005431538,0.0003530182,0.0003578758,0.0004798053,0.0008329065,0.000565342,0.0004565944,0.0005348374,0.001816282],"category_scores_gemma":[0.002153746,0.0002753628,0.0002328049,0.0004418769,0.0005140086,0.0003879762,0.0007559287,0.0002974527,0.0004792241],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006699334,"about_ca_system_score_gemma":0.0005519849,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01962776,"about_ca_topic_score_gemma":0.07462155,"domain_scores_codex":[0.9993809,0.000126519,0.00004128095,0.0001226243,0.0001383987,0.0001900986],"domain_scores_gemma":[0.9982259,0.0006629929,0.00031695,0.0001912816,0.0003402836,0.0002625817],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.009527486,0.00215231,0.6441151,0.000513603,0.0003585503,0.003299275,0.006041678,0.06609877,0.09062394,0.0002404758,0.002485647,0.1745431],"study_design_scores_gemma":[0.0001047015,0.005510652,0.9516381,0.00002860861,0.00009536784,0.0004031874,0.005134264,0.01616383,0.01790513,0.00006525054,0.002891765,0.00005906781],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995984,0.00001018922,0.00006741107,0.000004724112,6.960527e-7,0.000005470719,0.00005515869,0.00001169327,0.0002461521],"genre_scores_gemma":[0.9990467,0.00001620381,0.0002169922,0.000003011874,0.000001049703,0.000006164072,0.0001300335,0.000005467235,0.0005742313],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01962776,"threshold_uncertainty_score":0.03902704,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Hannah Iezzoni","is_ca":true},{"name":"J.D. Huff","is_ca":true},{"name":"Dan Stevenson","is_ca":true},{"name":"Jeffrey Donville","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05485111870623718,"gpt":0.3420419360325184,"spread":0.2871908173262813,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004430986,0.0006267698,0.000298293,0.00238956,0.0007738601,0.001003324,0.001222819,0.0009002683,0.005173451],"category_scores_gemma":[0.03374249,0.0003488771,0.000381837,0.0009129455,0.0008754673,0.001129817,0.0009175421,0.0006138473,0.0009247427],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002201807,"about_ca_system_score_gemma":0.002296112,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01633596,"about_ca_topic_score_gemma":0.03053859,"domain_scores_codex":[0.9940707,0.0008353372,0.0001919071,0.0002555226,0.004154327,0.0004922652],"domain_scores_gemma":[0.9698518,0.01336177,0.002362072,0.001924291,0.01182034,0.000679851],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002472352,0.001014895,0.08373564,0.0009383882,0.00005741678,0.001355019,0.001548778,0.6051516,0.1169389,0.03371082,0.01611497,0.1369613],"study_design_scores_gemma":[0.0002115456,0.002631592,0.07268012,0.0004771567,0.00009566451,0.0004756442,0.002712201,0.7851031,0.09890843,0.006099767,0.03043701,0.0001677815],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.932614,0.0001819353,0.02760497,0.00031196,0.00006542636,0.0003471029,0.001185407,0.0008898278,0.0367994],"genre_scores_gemma":[0.9783471,0.00009022,0.01587103,0.00005150415,0.00000819434,0.0001917992,0.001052481,0.0002771461,0.00411053],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01633596,"threshold_uncertainty_score":0.03248173,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Joon Soo Park","is_ca":false},{"name":"Hai Lin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01153609008483885,"gpt":0.217697019103394,"spread":0.2061609290185551,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006970214,0.0002382192,0.0001924859,0.0002494022,0.0001648235,0.0002103072,0.0001084686,0.0001472112,0.00123231],"category_scores_gemma":[0.0001068945,0.00009832605,0.0001812735,0.0002332782,0.0001738658,0.0001080698,0.00009354953,0.0002461469,0.0001689483],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004686127,"about_ca_system_score_gemma":0.000385686,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02375351,"about_ca_topic_score_gemma":0.05219923,"domain_scores_codex":[0.9998953,0.000009100551,0.00000937324,0.00002071024,0.00004029587,0.00002509643],"domain_scores_gemma":[0.9998457,0.00002718535,0.00002984189,0.000009267298,0.00005310869,0.00003480084],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001709575,0.00003860979,0.002521862,0.00003979818,0.000009342509,0.0000395338,0.00005459765,0.0002016186,0.9947797,0.0000173039,0.00004887367,0.002077775],"study_design_scores_gemma":[0.000004807629,0.0006701234,0.06455382,0.000006431062,0.00002546816,0.00005892305,0.0001853352,0.0006940647,0.9327584,0.000015096,0.001012785,0.00001480399],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984502,0.0002045403,0.0002230297,0.00001287666,0.000005439742,0.000009246361,0.0003512349,0.0000143526,0.0007289906],"genre_scores_gemma":[0.9961958,0.0001950813,0.0005802833,0.00001575659,0.000001315279,0.00001248253,0.0004586148,0.000006267585,0.002534503],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02375351,"threshold_uncertainty_score":0.04723054,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Kellogg's (Canada)","funders":"","keywords":"Consolidation (business); Schedule; Civil engineering; Geotechnical engineering; Subgrade; Human settlement; Engineering; Computer science; Business","authors":[{"name":"Thierno Kane","is_ca":true},{"name":"Terence P. Holman","is_ca":true},{"name":"Yan Zhang","is_ca":true},{"name":"Spring Borchardt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0064703661229848,"gpt":0.1962267922751186,"spread":0.1897564261521338,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001851643,0.0004021732,0.0003085554,0.0003527532,0.0003206062,0.0005674233,0.0006864046,0.0004694813,0.003168142],"category_scores_gemma":[0.0002104508,0.0001693447,0.0002494853,0.0002717517,0.0002146076,0.0003413975,0.0008894776,0.0002693122,0.0003093049],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004188638,"about_ca_system_score_gemma":0.0005192824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004329993,"about_ca_topic_score_gemma":0.007763974,"domain_scores_codex":[0.9998567,0.00001534223,0.000004902555,0.00002342624,0.00005000167,0.0000495234],"domain_scores_gemma":[0.9999052,0.00001714654,0.00001431179,0.0000127891,0.00002898523,0.00002161659],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002972234,0.000227339,0.003822173,0.0001477327,0.0000304097,0.0007753579,0.0002106813,0.7329218,0.07823323,0.005189888,0.002279671,0.1758644],"study_design_scores_gemma":[0.00005139589,0.0003644997,0.001112541,0.000009591403,0.00001440033,0.00009353537,0.000150528,0.985175,0.008545518,0.001228986,0.003242568,0.00001148471],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5451775,0.0002051295,0.439698,0.0002118221,0.00004378138,0.0001381138,0.0001278247,0.001253443,0.0131443],"genre_scores_gemma":[0.9374635,0.00004209783,0.05693594,0.00002881361,0.000006753289,0.00003480699,0.00007609038,0.0000318212,0.005380242],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004329993,"threshold_uncertainty_score":0.01059848,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ali Soleimanbeigi","is_ca":true},{"name":"Keli R. Bohrer","is_ca":true},{"name":"William J. Likos","is_ca":true},{"name":"Greg Siemens","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01195833108342107,"gpt":0.2225749270799696,"spread":0.2106165959965486,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004059791,0.0005243511,0.0004148548,0.0004124258,0.0002811052,0.0003466487,0.0004141408,0.0004825341,0.001119013],"category_scores_gemma":[0.001002383,0.0001790933,0.0003507984,0.0002215741,0.0002817578,0.0003049533,0.0003467382,0.0001714908,0.0003014383],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002647548,"about_ca_system_score_gemma":0.0002628431,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00107771,"about_ca_topic_score_gemma":0.002164961,"domain_scores_codex":[0.999738,0.00003135194,0.00002651539,0.00003679661,0.0001148969,0.00005247909],"domain_scores_gemma":[0.9994684,0.0001014381,0.00009967154,0.00007301561,0.0001679257,0.00008952504],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005664302,0.0001065589,0.006354501,0.0001055033,0.00001795241,0.0003900366,0.0001798379,0.01404102,0.968429,0.0001121526,0.00009011852,0.009606813],"study_design_scores_gemma":[0.00003909968,0.00455152,0.03940779,0.00002209766,0.00005997318,0.0002714046,0.0002875365,0.02823025,0.9255748,0.00007113851,0.00143905,0.00004526192],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985586,0.00003253729,0.001030642,0.000007688549,0.000004276214,0.000008782173,0.00006448991,0.00003775911,0.0002552623],"genre_scores_gemma":[0.9977834,0.00004041113,0.001375379,0.000004446282,0.000001568327,0.00001076728,0.00009850552,0.00001008965,0.0006755859],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001119013,"threshold_uncertainty_score":0.00374347,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Lalinda Weerasekara","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01092404556923168,"gpt":0.2035970966014751,"spread":0.1926730510322434,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001886351,0.001166621,0.0006311957,0.0006231353,0.0003905776,0.0008395731,0.001308099,0.001355835,0.003914429],"category_scores_gemma":[0.0006062794,0.0004432748,0.0008855002,0.0004847636,0.0004432047,0.0008269374,0.0007487172,0.0008616606,0.0008744543],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005591257,"about_ca_system_score_gemma":0.000603567,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01113277,"about_ca_topic_score_gemma":0.008553392,"domain_scores_codex":[0.9997886,0.00004638818,0.00001351738,0.00006011085,0.00006377244,0.00002771508],"domain_scores_gemma":[0.999842,0.00003857488,0.00003476668,0.00002811005,0.00004464641,0.0000117591],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002298758,0.00003108434,0.0008020857,0.00006241834,0.00001875233,0.0002424813,0.00009161638,0.9656266,0.01105691,0.008748569,0.0005028383,0.01279369],"study_design_scores_gemma":[0.000003304337,0.00002517513,0.0005442476,0.000005199463,0.000009598526,0.00005989162,0.00001798108,0.9959142,0.0007989019,0.001161651,0.001449818,0.00001016301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.08985499,0.000336085,0.8881739,0.0002005501,0.0001148606,0.0001027554,0.0006117102,0.000488123,0.02011711],"genre_scores_gemma":[0.9116089,0.000695327,0.0670132,0.00007130497,0.00005850365,0.0001804161,0.0004249107,0.0002012343,0.01974628],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01113277,"threshold_uncertainty_score":0.02213597,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Zach Bullock","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01475156393084696,"gpt":0.2226424164212909,"spread":0.207890852490444,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001767617,0.0006907425,0.0008397116,0.001327473,0.0004475295,0.001482387,0.00240862,0.001271729,0.002494606],"category_scores_gemma":[0.005352514,0.0007253558,0.000932728,0.001236078,0.0008417327,0.001288736,0.000950231,0.0009286512,0.0004134597],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001735627,"about_ca_system_score_gemma":0.001212451,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1493733,"about_ca_topic_score_gemma":0.109327,"domain_scores_codex":[0.9995458,0.0001372315,0.00002515997,0.0001610297,0.00006104135,0.00006977627],"domain_scores_gemma":[0.9987386,0.0006484802,0.0003051221,0.00004540887,0.000200817,0.00006158437],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002568578,0.00003060918,0.008307222,0.00002246434,0.00005380159,0.00006903974,0.0001222978,0.9622974,0.0002615692,0.01833406,0.0009663708,0.00950946],"study_design_scores_gemma":[0.000007275906,0.000006796419,0.002665134,0.000009702758,0.00001056369,0.00001383046,0.00002307331,0.9919038,0.00001965908,0.004894276,0.0004345344,0.00001139002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.586557,0.001783003,0.3936799,0.002178825,0.0000954241,0.0001975593,0.00299932,0.0003980927,0.01211087],"genre_scores_gemma":[0.9733759,0.0008341942,0.01544776,0.000143659,0.00004852268,0.0001668248,0.00161729,0.00005890224,0.008306895],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1493733,"threshold_uncertainty_score":0.2970076,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Bryant A. Robbins","is_ca":true},{"name":"D. V. Griffiths","is_ca":true},{"name":"Gordon A. Fenton","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02013746617104167,"gpt":0.2600100035633097,"spread":0.239872537392268,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001153185,0.0007704793,0.0006627704,0.001291891,0.0005508594,0.00106829,0.0009062592,0.00148673,0.002366272],"category_scores_gemma":[0.004245925,0.0006073235,0.0007975237,0.0005450862,0.0005825873,0.0008813248,0.0009519727,0.0006803672,0.0002878497],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007483246,"about_ca_system_score_gemma":0.0009841955,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009646791,"about_ca_topic_score_gemma":0.005446472,"domain_scores_codex":[0.9994807,0.0002067855,0.00003020382,0.00006295174,0.000177568,0.00004190751],"domain_scores_gemma":[0.9974079,0.002083102,0.0001887469,0.00009925096,0.0001790548,0.00004206969],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008100712,0.00001073589,0.0006248333,0.000006949673,0.000007057357,0.00001530134,0.00001531629,0.9943852,0.0003966139,0.001195366,0.00004257321,0.003291852],"study_design_scores_gemma":[9.629017e-7,0.000006108159,0.0001080827,0.000003630357,0.00000169175,0.000006098363,0.000005971001,0.998941,0.0001107338,0.0007184709,0.00009456996,0.000002656492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1641981,0.0002656142,0.8227028,0.0002509414,0.00002850836,0.0001248029,0.0002776991,0.0005590868,0.0115924],"genre_scores_gemma":[0.9026957,0.000208783,0.09373238,0.00004497783,0.00001604338,0.0001927656,0.0001555981,0.00006876416,0.002884913],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009646791,"threshold_uncertainty_score":0.01918131,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Xinle Zhai","is_ca":true},{"name":"Kamelia Atefi‐Monfared","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00725902559245548,"gpt":0.2078502985347012,"spread":0.2005912729422457,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001105453,0.0002984634,0.0002962239,0.0004189504,0.0003208295,0.000660473,0.0003503045,0.0006968009,0.000833971],"category_scores_gemma":[0.0004854359,0.0001869249,0.0003482503,0.0002198068,0.0007468381,0.0006089035,0.0005046194,0.000268035,0.00008854821],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004774227,"about_ca_system_score_gemma":0.0004635526,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008004297,"about_ca_topic_score_gemma":0.002925572,"domain_scores_codex":[0.9999393,0.000008206716,0.000003578656,0.00001903987,0.00001062557,0.00001919153],"domain_scores_gemma":[0.9998739,0.00004585314,0.00003312924,0.00001227823,0.00001676997,0.00001802288],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000268803,0.00017955,0.008636298,0.00008514631,0.00004520293,0.0006620754,0.000119754,0.8863804,0.07956257,0.01758235,0.0002718538,0.006206139],"study_design_scores_gemma":[0.00001976138,0.00004319379,0.002300249,0.000003437624,0.000006012483,0.00004262926,0.00002747896,0.9935441,0.002670669,0.001165869,0.000165627,0.00001101282],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9505869,0.0001644681,0.04148837,0.0001562131,0.00003627445,0.00005438246,0.0002768003,0.0001131453,0.007123498],"genre_scores_gemma":[0.9959385,0.00008578494,0.001427208,0.00001679495,0.00001053851,0.00001995641,0.00008057259,0.00000811756,0.002412473],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008004297,"threshold_uncertainty_score":0.01591545,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Dean Read","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009664522919838792,"gpt":0.1964503088623504,"spread":0.1867857859425116,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001951239,0.0004990463,0.0004982701,0.0009103917,0.0003147247,0.001837536,0.001582842,0.000952018,0.001771938],"category_scores_gemma":[0.003216502,0.0004909676,0.0004416805,0.0009229788,0.001897768,0.001443588,0.00109649,0.00120271,0.0009929124],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001313797,"about_ca_system_score_gemma":0.001207566,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004498217,"about_ca_topic_score_gemma":0.008062911,"domain_scores_codex":[0.9974504,0.0004208108,0.0001748694,0.0002320462,0.001541268,0.0001805429],"domain_scores_gemma":[0.9984035,0.0003515231,0.0003741626,0.0001892192,0.0005850709,0.00009650931],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0009469458,0.0001580235,0.02489602,0.001831417,0.00005889025,0.001401049,0.001394943,0.06471472,0.1881843,0.09337165,0.009557363,0.6134847],"study_design_scores_gemma":[0.0001788047,0.003264963,0.1430826,0.001933942,0.0002358536,0.0062097,0.004823161,0.1660258,0.3181694,0.06435888,0.2911204,0.0005965279],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3310254,0.01498861,0.5139653,0.004058764,0.0008036832,0.0002035119,0.0006651705,0.001657961,0.1326316],"genre_scores_gemma":[0.9387838,0.002641466,0.04711083,0.0001772662,0.00005993267,0.00006624048,0.0002099935,0.0002078598,0.01074251],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004498217,"threshold_uncertainty_score":0.01031923,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Casing; Geology; Excavation; Geotechnical engineering; Mining engineering; Engineering; Petroleum engineering","authors":[{"name":"Isaac A. Jeldes","is_ca":true},{"name":"Dan Brown","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00357450262779148,"gpt":0.1971635401733685,"spread":0.193589037545577,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001452307,0.0005153366,0.0002240621,0.001217399,0.003577876,0.001799211,0.001214732,0.002392652,0.002575874],"category_scores_gemma":[0.005044426,0.0004749471,0.0002868503,0.001152024,0.003866477,0.001027253,0.001398393,0.0009958356,0.0004344412],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002259183,"about_ca_system_score_gemma":0.002607089,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01360486,"about_ca_topic_score_gemma":0.06845621,"domain_scores_codex":[0.9983838,0.0003107861,0.0001375827,0.0001644398,0.0006638682,0.0003395732],"domain_scores_gemma":[0.9970711,0.001440149,0.0007212481,0.0002675042,0.0002335074,0.0002663871],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"case_report","study_design_gemma":"observational","study_design_scores_codex":[0.0006830211,0.0002316654,0.220731,0.001108204,0.00009886451,0.4109591,0.07769884,0.05434318,0.04865107,0.02383514,0.006053261,0.1556067],"study_design_scores_gemma":[0.00007953554,0.001819902,0.2361045,0.001027938,0.000224335,0.2284729,0.2309248,0.0333294,0.07182758,0.01393546,0.1818549,0.0003986756],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9834127,0.0005130929,0.007650306,0.0005146692,0.00005629953,0.00007245852,0.00005969781,0.00009211544,0.00762866],"genre_scores_gemma":[0.9944991,0.0001873513,0.003191303,0.00003088218,0.0000100413,0.0000114501,0.00002563809,0.00001578829,0.002028299],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01360486,"threshold_uncertainty_score":0.02705133,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ian D. Moore","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007777021592735955,"gpt":0.2034822973529574,"spread":0.1957052757602214,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001082312,0.0005656376,0.0005345402,0.0006274194,0.0004513003,0.0005310653,0.0006741677,0.0004457138,0.0008626427],"category_scores_gemma":[0.003316381,0.0004036978,0.0002992044,0.0004303593,0.0007569315,0.0007678552,0.001696024,0.0003053932,0.000254005],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002814302,"about_ca_system_score_gemma":0.0005058465,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006870662,"about_ca_topic_score_gemma":0.000942036,"domain_scores_codex":[0.9988487,0.0002489065,0.00008905947,0.0001206733,0.0004081955,0.0002844977],"domain_scores_gemma":[0.9980819,0.0004086414,0.000754259,0.0002574611,0.0003350284,0.0001627219],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00155984,0.0002273016,0.0178215,0.0003990775,0.00003606013,0.0008955849,0.001098581,0.0521824,0.8425778,0.0008358767,0.0003551644,0.08201082],"study_design_scores_gemma":[0.0001330854,0.01101014,0.05422463,0.0001296354,0.0001235482,0.001456184,0.0009903405,0.1186513,0.8068904,0.001459472,0.00484266,0.00008863409],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9522088,0.0002022247,0.04636243,0.0000268095,0.00001342269,0.00002893628,0.00001842071,0.0002926898,0.0008463995],"genre_scores_gemma":[0.9967757,0.00005295254,0.002756855,0.000005966655,0.000002175939,0.000008867258,0.00002392813,0.00001391935,0.0003597288],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001082312,"threshold_uncertainty_score":0.005723894,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Cheng Lin","is_ca":true},{"name":"K. Jones","is_ca":true},{"name":"Min Sun","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006879419888257448,"gpt":0.2274924971954475,"spread":0.22061307730719,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001625633,0.0004160104,0.0002721297,0.0007065332,0.0003764424,0.0003296181,0.0003868808,0.0006125263,0.002726221],"category_scores_gemma":[0.0005283177,0.000249808,0.000322202,0.0002863832,0.0006106453,0.0003156803,0.0005726574,0.000249441,0.0004866586],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002041685,"about_ca_system_score_gemma":0.0002995747,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001910156,"about_ca_topic_score_gemma":0.003367992,"domain_scores_codex":[0.9998574,0.00001402938,0.000006570203,0.00002007679,0.00005765571,0.00004418973],"domain_scores_gemma":[0.9996599,0.00009867139,0.00006677191,0.00003023008,0.00007256744,0.00007184667],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001184552,0.0002089383,0.0288794,0.0002743556,0.00006600968,0.002652845,0.001222133,0.1740853,0.7623653,0.0006054308,0.0005797369,0.02787601],"study_design_scores_gemma":[0.00005572247,0.001465471,0.1408459,0.00008401486,0.0001042207,0.001175816,0.005401768,0.6037703,0.2427524,0.0008349802,0.003347324,0.0001622335],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9958985,0.00002143194,0.002725683,0.00001521882,0.000006126848,0.000008982441,0.00006259811,0.0000785461,0.001182806],"genre_scores_gemma":[0.9986826,0.00001636351,0.000694408,0.0000062575,0.000001047074,0.000005773322,0.00004986533,0.00000574992,0.0005379291],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002726221,"threshold_uncertainty_score":0.009120166,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}