{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":16,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":16,"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":"27ea7b9ffbd3","filters":{"venue":"PanAm Unsaturated Soils 2017"}},"results":[{"id":"W2809638230","doi":"10.1061/9780784481691.014","title":"Moving from 2D to a 3D Unsaturated Slope Stability Analysis","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"SoilVision Systems (Canada); Golder Associates (Canada)","funders":"","keywords":"Slope stability; Slope stability analysis; Geotechnical engineering; Stability (learning theory); Factor of safety; Safety factor; Water table; Pore water pressure; Limit analysis; Groundwater; Slope stability probability classification; Geology; Limit (mathematics); Mathematics; Engineering; Computer science; Structural engineering; Finite element method; Mathematical analysis","authors":[{"name":"M. D. Fredlund","is_ca":true},{"name":"D. G. Fredlund","is_ca":true},{"name":"Lulu Zhang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01350133234606452,"gpt":0.2263425942426619,"spread":0.2128412618965974,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003080611,0.0004578978,0.0007319032,0.0004683184,0.0001980254,0.0001994837,0.0005439666,0.0003168541,0.0006316954],"category_scores_gemma":[0.0002749303,0.0004264348,0.0003006933,0.0032829,0.00008995415,0.0002063443,0.00008843598,0.0004944345,0.0005783893],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001733572,"about_ca_system_score_gemma":0.00003582976,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001187565,"about_ca_topic_score_gemma":0.000813765,"domain_scores_codex":[0.9976416,0.0000703644,0.0005526391,0.000654855,0.0003592912,0.0007212012],"domain_scores_gemma":[0.9979201,0.0001250548,0.00007165597,0.001158309,0.0002931826,0.0004317191],"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":[0.00007068222,0.00008958076,0.001023655,0.00006191965,0.004659358,0.0000459618,0.001104719,0.8514008,0.1212182,0.0000366549,0.003514459,0.01677398],"study_design_scores_gemma":[0.0002763759,0.00005317589,0.01389387,0.00004974883,0.001056166,0.000001320766,0.0001179131,0.9660775,0.01417716,0.00005302436,0.003455705,0.0007879979],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8918846,0.0003337961,0.1017997,0.0001691371,0.0005171612,0.0002360423,0.0001862979,0.001938983,0.002934283],"genre_scores_gemma":[0.9955315,0.00004162992,0.00362255,0.00009209436,0.0002540787,0.0000238105,0.0001954467,0.00006007951,0.0001787967],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1146767,"threshold_uncertainty_score":0.9998187,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809237372","doi":"10.1061/9780784481677.001","title":"Effect of Initial Conditions on the Interpretation of Soil-Water Characteristic Curves (SWCCs) in Geotechnical Engineering","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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":"Golder Associates (Canada); University of Alberta","funders":"","keywords":"Compressibility; Soil water; Suction; Geotechnical engineering; Shrinkage; Volume (thermodynamics); Soil gradation; Process (computing); Soil science; Soil mechanics; Mathematics; Environmental science; Geology; Mechanics; Computer science; Engineering; Mechanical engineering; Statistics; Thermodynamics; Physics","authors":[{"name":"D. G. Fredlund","is_ca":true},{"name":"Feixia Zhang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008801807676640799,"gpt":0.2596647492665575,"spread":0.2508629415899167,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003682235,0.0002310106,0.000361554,0.0001957833,0.00004568898,0.00001925919,0.0002345233,0.0001763819,0.00006864249],"category_scores_gemma":[0.0002640057,0.0001478776,0.00008839567,0.0002553004,0.0001432423,0.0001334335,0.0000260551,0.0004069653,0.00005485001],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003981585,"about_ca_system_score_gemma":0.00001510832,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004618954,"about_ca_topic_score_gemma":0.00002165664,"domain_scores_codex":[0.9988312,0.0001104413,0.0004223356,0.0001700587,0.000175109,0.0002908865],"domain_scores_gemma":[0.9990571,0.0003945957,0.00007292371,0.0003325149,0.0000948348,0.00004803236],"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":[0.001443777,0.0002682764,0.0005274856,0.0036002,0.0008230428,0.00008671087,0.003567291,0.2311328,0.7406183,0.0009852904,0.004722577,0.01222427],"study_design_scores_gemma":[0.0006040051,0.0005053823,0.006820379,0.001502492,0.00007627792,0.00001107723,0.00002028312,0.5156702,0.4743938,0.00004375761,0.00006187793,0.0002904672],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975974,0.0001061014,0.0002598987,0.00008084447,0.0005314822,0.0002885852,0.00005525032,0.0001424362,0.0009380095],"genre_scores_gemma":[0.9995832,0.0000758789,0.000007232361,0.00004074565,0.00009647832,0.00004562545,0.0001068384,0.00003131904,0.00001268078],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2845375,"threshold_uncertainty_score":0.6030273,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809403080","doi":"10.1061/9780784481691.037","title":"Evaluation of Coupled Thermal and Hydraulic Relationships Used in Simulation of Thermally-Induced Water Flow in Unsaturated Soils","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geothermal Energy Systems and Applications","field":"Energy","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":"National Science Foundation","keywords":"Saturation (graph theory); Hydraulic conductivity; Heat exchanger; Soil water; Degree of saturation; Thermal conductivity; Heat transfer; Silt; Soil science; Geotechnical engineering; Geothermal gradient; Soil thermal properties; Environmental science; Materials science; Geology; Thermodynamics; Composite material; Geomorphology","authors":[{"name":"Tuğçe Başer","is_ca":true},{"name":"John S. McCartney","is_ca":true},{"name":"Yi Dong","is_ca":true},{"name":"Ning Lu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06463937325511153,"gpt":0.294485222834368,"spread":0.2298458495792564,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002115461,0.000272187,0.0004630236,0.0003540123,0.0001294667,0.00003382317,0.0002073029,0.0003647604,0.0001365849],"category_scores_gemma":[0.0002251853,0.0002155293,0.00006346885,0.0005737088,0.0001465945,0.0003151923,0.00003771345,0.0002878298,0.00003415078],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001112872,"about_ca_system_score_gemma":0.0001416899,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009555397,"about_ca_topic_score_gemma":0.01120316,"domain_scores_codex":[0.9969605,0.0008044041,0.0008945653,0.0004067514,0.0005582963,0.0003754343],"domain_scores_gemma":[0.998054,0.0002031801,0.0003769821,0.0005343498,0.0007543889,0.00007704468],"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":[0.00009496642,0.0001023909,0.002376917,0.00002424969,0.00005939333,0.000001235018,0.002523558,0.6909819,0.3001902,0.0003994968,0.000002565556,0.003243129],"study_design_scores_gemma":[0.001959381,0.00005894754,0.1348043,0.0001098644,0.00006788932,0.000001433289,0.000245596,0.8292079,0.03282805,0.0004552899,0.00003712478,0.0002242541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961178,0.0001050692,0.00007013307,0.0001306635,0.0001107735,0.0006031596,0.000008846521,0.00004440779,0.002809121],"genre_scores_gemma":[0.9995003,0.00000814805,0.00006663247,0.00002000828,0.00007587563,0.00007937256,0.0001236857,0.00003992246,0.00008600253],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2673621,"threshold_uncertainty_score":0.99704,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809223560","doi":"10.1061/9780784481677.009","title":"Spatial Resolution of Degree of Saturation Measurements in Unsaturated Transparent Soil Experiments","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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":"Royal Military College of Canada","funders":"","keywords":"Saturation (graph theory); Image resolution; Vadose zone; Degree of saturation; Remote sensing; Environmental science; Soil science; Water content; Moisture; Spatial variability; Soil water; Computer science; Geology; Meteorology; Geotechnical engineering; Mathematics; Computer vision; Geography; Statistics","authors":[{"name":"Greg Siemens","is_ca":true},{"name":"Ryley Beddoe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0863485968274788,"gpt":0.2792197931792243,"spread":0.1928711963517455,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003400053,0.0004286641,0.0006065187,0.000423664,0.00009297992,0.00003374779,0.0003674372,0.000418327,0.0000624653],"category_scores_gemma":[0.00008338304,0.0004071389,0.0001271221,0.0008387624,0.0002195867,0.0003721864,0.00002447368,0.0003740817,0.00003114499],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002079079,"about_ca_system_score_gemma":0.000106849,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001304901,"about_ca_topic_score_gemma":0.002565516,"domain_scores_codex":[0.9972689,0.0001543431,0.0009957494,0.0004053118,0.0006071431,0.0005685392],"domain_scores_gemma":[0.9985133,0.00004427715,0.0002677966,0.0005433764,0.0004960599,0.0001351453],"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":[0.0009563362,0.0003151142,0.005424319,0.0002943678,0.0003963948,0.00001213366,0.003463298,0.01958244,0.9464866,0.00005828389,0.001607959,0.02140277],"study_design_scores_gemma":[0.002641365,0.0002759861,0.06820966,0.0004851588,0.00008552477,0.000006866485,0.000249129,0.1119089,0.8153139,0.00007345554,0.0001561007,0.0005939521],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9895773,0.001065725,0.00145985,0.00003145672,0.001492248,0.0004597302,0.00005713737,0.0002177457,0.005638831],"genre_scores_gemma":[0.9989646,0.0001703968,0.00037112,0.00001471971,0.0001629849,0.00002865114,0.0001778442,0.00005649284,0.00005321005],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1311727,"threshold_uncertainty_score":0.9998381,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2808755013","doi":"10.1061/9780784481691.007","title":"Experimental Investigation on At-Rest Earth Pressure Acting on Walls Retaining Collapsible Soil Subjected to Inundation","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Lateral earth pressure; Geotechnical engineering; Retaining wall; Earth (classical element); Soil water; Saturation (graph theory); Rest (music); Geology; Environmental science; Soil science; Mathematics","authors":[{"name":"Nhut Minh Nguyen","is_ca":true},{"name":"Adel Hanna","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02586188741523064,"gpt":0.2421656453510164,"spread":0.2163037579357858,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002113369,0.000294792,0.0002310665,0.00020699,0.0003179609,0.0001206675,0.0001772525,0.0002481085,0.00005368312],"category_scores_gemma":[0.0003165517,0.0003014856,0.00004629261,0.0005407127,0.00005286649,0.0001922376,0.00004086251,0.0002980104,0.0003027374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000192185,"about_ca_system_score_gemma":0.00003457779,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000084021,"about_ca_topic_score_gemma":0.0001415005,"domain_scores_codex":[0.9985017,0.00006167107,0.0003133733,0.0003836236,0.0003225448,0.0004171105],"domain_scores_gemma":[0.9990648,0.00009313498,0.00007479183,0.0004140307,0.0001396757,0.0002135604],"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":[0.00008948638,0.00002780906,0.00006097545,0.00003992696,0.00004689515,0.000002912188,0.0013905,0.6121801,0.3834038,0.0001807004,0.001122191,0.001454753],"study_design_scores_gemma":[0.0005016513,0.000421518,0.00385486,0.0002273775,0.00002257292,0.000002786227,0.0001282935,0.3319333,0.6582834,0.0000210263,0.004150583,0.0004527391],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9909554,0.0000477191,0.0006034749,0.00009296577,0.0006080923,0.0003661794,0.00001514475,0.001008993,0.006302007],"genre_scores_gemma":[0.9986611,0.000007714621,0.0001940874,0.000101493,0.0002236507,0.00004912231,0.0001337574,0.00006761474,0.0005614599],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2802468,"threshold_uncertainty_score":0.9999437,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809484029","doi":"10.1061/9780784481684.048","title":"Large-Strain Consolidation Column with Applied Negative Water Pressure","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"National Research Council Canada","keywords":"Consolidation (business); Column (typography); Geotechnical engineering; Materials science; Geology; Computer science; Business; Telecommunications","authors":[{"name":"Bereket Fisseha","is_ca":true},{"name":"G. Ward Wilson","is_ca":true},{"name":"D. G. Fredlund","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00777216849240141,"gpt":0.199436355063899,"spread":0.1916641865714976,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001657785,0.0002539569,0.0002462966,0.00007292561,0.0001505329,0.00008147762,0.0001946346,0.0002397808,0.00009175824],"category_scores_gemma":[0.00002749718,0.0001915656,0.0000342792,0.0001664629,0.00007243532,0.000114827,0.00002731317,0.0003525888,0.0002451866],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003146088,"about_ca_system_score_gemma":0.00002026711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001805676,"about_ca_topic_score_gemma":0.00007084727,"domain_scores_codex":[0.9988055,0.00002003559,0.0001997966,0.0002583558,0.000190874,0.0005254394],"domain_scores_gemma":[0.9993036,0.00003069633,0.00003085714,0.000373246,0.0001301664,0.0001314454],"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":[0.0005277368,0.0002928392,0.00002646197,0.0008632942,0.002133753,0.0001091868,0.01153399,0.615818,0.3157423,0.01600563,0.02630772,0.01063913],"study_design_scores_gemma":[0.002030785,0.0002590173,0.0004172219,0.0001214902,0.0001788102,0.0000273153,0.000419134,0.7590666,0.1986243,0.0009265835,0.03685519,0.001073491],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7918714,0.0002654812,0.1317038,0.0004589161,0.002117536,0.002033915,0.0005577704,0.006502745,0.06448846],"genre_scores_gemma":[0.9985446,0.00002049967,0.0005418491,0.0000572109,0.0001537169,0.00004618465,0.0001062218,0.00005588066,0.000473811],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2066732,"threshold_uncertainty_score":0.7811818,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809422173","doi":"10.1061/9780784481677.012","title":"Simple Approaches for the Application of the Mechanics of Unsaturated Soils into Conventional Geotechnical Engineering Practice","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Simple (philosophy); Soil mechanics; Soil water; Geology; Engineering; Soil science","authors":[{"name":"Sai K. Vanapalli","is_ca":true},{"name":"Zhong Han","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02340767543670607,"gpt":0.2499756966383623,"spread":0.2265680212016562,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005944026,0.0003133109,0.0003581229,0.00009259023,0.0002423278,0.00004831879,0.0007044796,0.0003606479,0.000009781261],"category_scores_gemma":[0.0005639756,0.000207508,0.000214244,0.0007036202,0.0001891856,0.0002527328,0.00007932109,0.0004710318,0.00001055695],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007933084,"about_ca_system_score_gemma":0.00009835125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001417593,"about_ca_topic_score_gemma":0.00006067448,"domain_scores_codex":[0.9982663,0.00006636519,0.0006038804,0.0003102088,0.0003629084,0.0003903066],"domain_scores_gemma":[0.997592,0.0006406042,0.0003199424,0.0008022459,0.0005684094,0.00007677945],"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":[0.0006705935,0.0003402022,0.00006820182,0.001017491,0.002112658,0.000002418597,0.001608092,0.7202976,0.1703054,0.06234767,0.009450293,0.03177933],"study_design_scores_gemma":[0.0005497733,0.00006728258,0.0005434792,0.0000555919,0.0002118244,0.00001336317,0.0002420468,0.9375837,0.04904497,0.0009804118,0.01044572,0.0002618048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2004565,0.003676187,0.7825195,0.00195135,0.003606282,0.004621366,0.000372478,0.001198656,0.001597655],"genre_scores_gemma":[0.9976809,0.00009151967,0.001588721,0.00005121497,0.0002491453,0.0001504364,0.00009224119,0.00005998719,0.00003582138],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7972244,"threshold_uncertainty_score":0.8461932,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809285939","doi":"10.1061/9780784481684.029","title":"Effects of Atmospheric Drying and Consolidation of Flocculated Thickened Tailings and Centrifuged Cake on Near-Surface Shear Strength","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Consolidation (business); Centrifuge; Environmental science; Geotechnical engineering; Flocculation; Waste management; Materials science; Environmental engineering; Metallurgy; Geology; Engineering","authors":[{"name":"Louis Kabwe","is_ca":true},{"name":"G. Ward Wilson","is_ca":true},{"name":"Nicholas Beier","is_ca":true},{"name":"J. D. Scott","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006960787407838998,"gpt":0.2021859976467535,"spread":0.1952252102389145,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001403126,0.0001930462,0.0002877684,0.00001730687,0.0001167099,0.0000596792,0.00008863958,0.0001258246,0.000009310565],"category_scores_gemma":[0.0001035459,0.0001709009,0.00002764788,0.0001955159,0.0001998267,0.000151137,0.00002778752,0.0001472475,0.000006338675],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001708185,"about_ca_system_score_gemma":0.00001617296,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001635307,"about_ca_topic_score_gemma":0.00001540237,"domain_scores_codex":[0.9991339,0.00004507508,0.0002559308,0.0001984983,0.0001436964,0.000222865],"domain_scores_gemma":[0.9994201,0.0001111773,0.0001151457,0.0001788407,0.0001119625,0.00006279068],"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":[0.0008877563,0.0001401258,0.008150407,0.004181252,0.001063114,0.00002277242,0.01091475,0.02563983,0.9146694,0.0004609019,0.001216649,0.03265303],"study_design_scores_gemma":[0.001924681,0.0003812262,0.01353246,0.0005790353,0.0001844893,0.000002257659,0.0002918043,0.4092133,0.5725242,0.00005221037,0.0008622365,0.0004520312],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972969,0.001352623,0.00007620565,0.00002221402,0.0001880932,0.0002874763,0.000004638322,0.0001265267,0.0006453833],"genre_scores_gemma":[0.9986355,0.0004220523,0.0007551481,0.00001456952,0.00002587406,0.000002365819,0.0000129107,0.00002574161,0.0001057927],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3835735,"threshold_uncertainty_score":0.6969136,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2808990565","doi":"10.1061/9780784481707.029","title":"Drag Load on Piles in Partially Saturated Collapsible Soils","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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":"Concordia University","funders":"","keywords":"Drag; Soil water; Geotechnical engineering; Geology; Environmental science; Soil science; Engineering; Aerospace engineering","authors":[{"name":"Adel Hanna","is_ca":true},{"name":"Ibrahim Mashhour","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01753853013024854,"gpt":0.240482195216415,"spread":0.2229436650861665,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004093045,0.0006728755,0.0006399933,0.0003956858,0.00026023,0.0002836477,0.0005708568,0.0006674107,0.0002295309],"category_scores_gemma":[0.0002274539,0.0006122892,0.0001371407,0.001416034,0.0002599796,0.0004219792,0.00005166892,0.000944018,0.001857607],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003908016,"about_ca_system_score_gemma":0.0002675238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003257779,"about_ca_topic_score_gemma":0.00370745,"domain_scores_codex":[0.9966912,0.0001484476,0.0006942177,0.0006838455,0.0005782383,0.001204107],"domain_scores_gemma":[0.9981083,0.0001693906,0.0001215274,0.0008898588,0.000386945,0.0003240365],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00384215,0.001203771,0.003909844,0.000631867,0.001634298,0.001793653,0.009701954,0.1285627,0.1878528,0.003339065,0.5447109,0.112817],"study_design_scores_gemma":[0.0119365,0.00168022,0.055368,0.001761875,0.0002625983,0.0001489879,0.001159449,0.4793785,0.3423179,0.002221668,0.09777472,0.005989604],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9241097,0.0007819186,0.00006511583,0.0002832133,0.002945933,0.0005247217,0.00006459978,0.00130985,0.06991493],"genre_scores_gemma":[0.9969833,0.000292039,0.0001964096,0.0003213895,0.0006588836,0.00006141522,0.0001006543,0.0001207959,0.001265099],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4469362,"threshold_uncertainty_score":0.9996328,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809067124","doi":"10.1061/9780784481684.030","title":"Experimental Study of Suction Stress Characteristic Framework for Granular Materials Using Conventional Direct Shear Test","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Direct shear test; Materials science; Shear stress; Suction; Stress (linguistics); Structural engineering; Shear (geology); Composite material; Computer science; Geotechnical engineering; Mechanical engineering; Geology; Engineering","authors":[{"name":"Emad Maleksaeedi","is_ca":true},{"name":"Mathieu Nuth","is_ca":true},{"name":"Sogol Sarlati","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02848147747914842,"gpt":0.2840713923631372,"spread":0.2555899148839887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001643055,0.0002950233,0.0004342569,0.000133649,0.0002237918,0.00009917613,0.0001916494,0.0002231775,0.0001229855],"category_scores_gemma":[0.0001130242,0.000285249,0.00007637731,0.0002222635,0.0001066569,0.0002232075,0.00002467635,0.0001576155,0.00002158449],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008100503,"about_ca_system_score_gemma":0.00002698149,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001428266,"about_ca_topic_score_gemma":0.00001089702,"domain_scores_codex":[0.9985585,0.0000608205,0.0004682397,0.0003187158,0.0002276818,0.0003660442],"domain_scores_gemma":[0.9990522,0.000134998,0.0001561679,0.0003404546,0.0002252279,0.00009097846],"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":[0.0003580486,0.001104846,0.001838393,0.0002417751,0.0003690733,0.00001796364,0.001986979,0.001550201,0.9916219,0.0001522234,0.000435613,0.0003230041],"study_design_scores_gemma":[0.001724234,0.0009187518,0.01349124,0.000349291,0.0001930843,0.00001884028,0.001205519,0.03353832,0.9476842,0.000124838,0.000134869,0.0006167736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9948629,0.0001866243,0.001169339,0.00000572008,0.002441508,0.0006250048,0.0003553907,0.0002259825,0.0001275238],"genre_scores_gemma":[0.9981238,0.0000123969,0.0008621265,0.000008607851,0.0006610923,0.00006291841,0.0001706154,0.00006310204,0.00003529432],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04393763,"threshold_uncertainty_score":0.9999599,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809364323","doi":"10.1061/9780784481684.032","title":"Influence of Fluid Pressures on Shear Strength of Unsaturated-Saturated Bentonite-Sand Mixture","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","field":"Engineering","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":"Nationale Genossenschaft für die Lagerung radioaktiver Abfälle","keywords":"Bentonite; Geotechnical engineering; Shear (geology); Direct shear test; Pore water pressure; Shear stress; Radioactive waste; Shear strength (soil); Geology; Petroleum engineering; Materials science; Composite material; Waste management; Soil science; Engineering; Soil water","authors":[{"name":"Tomoyoshi Nishimura","is_ca":false},{"name":"Paul Habasimbi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0097878405576496,"gpt":0.2297339407345019,"spread":0.2199461001768523,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000260416,0.0007554038,0.0009243141,0.0004834042,0.000199203,0.00009059688,0.0007894121,0.0007505713,0.00009773067],"category_scores_gemma":[0.0002647445,0.0006390928,0.0002049693,0.001363533,0.0005540277,0.0004689699,0.00006770635,0.0008635882,0.0001027502],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007643025,"about_ca_system_score_gemma":0.0001362775,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002453647,"about_ca_topic_score_gemma":0.00005920069,"domain_scores_codex":[0.9966617,0.0001543057,0.0009984405,0.0006342007,0.0006891714,0.0008621545],"domain_scores_gemma":[0.9969144,0.0002582925,0.0003588092,0.001139601,0.001033095,0.0002958287],"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":[0.001188717,0.0003469522,0.001086152,0.0007322509,0.0013256,0.00006953872,0.002331554,0.1586895,0.8085002,0.0006150811,0.01839594,0.00671846],"study_design_scores_gemma":[0.001857503,0.0006997355,0.02369885,0.0008780556,0.0002481445,0.00002388801,0.0001646011,0.04108314,0.9253339,0.0001474755,0.00475374,0.001110939],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9885908,0.001886351,0.00002284031,0.00005492332,0.0008136433,0.0004487779,0.0003105861,0.0005424559,0.007329666],"genre_scores_gemma":[0.9980531,0.0006523253,0.0002431537,0.00007522204,0.0002801379,0.00001895559,0.0001931669,0.0001106292,0.0003733555],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1176064,"threshold_uncertainty_score":0.999606,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2808755030","doi":"10.1061/9780784481684.043","title":"Compacted Unsaturated Soil Behavior in a Large Scale Laboratory Test","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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":"Compaction; Geotechnical engineering; Water content; Stiffness; Void ratio; Soil water; Suction; Laboratory test; Environmental science; Moisture; Soil test; Soil science; Materials science; Geology; Engineering; Composite material; Mechanical engineering","authors":[{"name":"Corrie Walton-Macaulay","is_ca":true},{"name":"L. Sebastian Bryson","is_ca":true},{"name":"Jason M Curd","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0108854821615341,"gpt":0.2358315903148313,"spread":0.2249461081532972,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003509723,0.0007138322,0.0007068567,0.0005379482,0.0003093793,0.0002450533,0.0005986402,0.0007026311,0.0002686084],"category_scores_gemma":[0.0001790403,0.0006818574,0.0001320346,0.002221626,0.0002678423,0.0006078937,0.00006618234,0.001161064,0.00107824],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002787588,"about_ca_system_score_gemma":0.0001835244,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002195407,"about_ca_topic_score_gemma":0.003251364,"domain_scores_codex":[0.9966317,0.0001300733,0.0007404357,0.0006692985,0.0004250234,0.001403477],"domain_scores_gemma":[0.9978393,0.0001571604,0.0001375575,0.0009086778,0.0005396651,0.0004175851],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.000764519,0.002826635,0.1586185,0.000513649,0.0007001174,0.001739715,0.008894958,0.004620574,0.6733828,0.0001974573,0.1361582,0.01158279],"study_design_scores_gemma":[0.008072357,0.000578212,0.5757705,0.0005851189,0.0003171154,0.000120555,0.001490366,0.2695455,0.117518,0.00008441392,0.02211276,0.003805103],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9869803,0.0007002719,0.00005524241,0.00008715098,0.001694295,0.0005113113,0.000468969,0.001584816,0.007917674],"genre_scores_gemma":[0.9978176,0.0001683155,0.0002116428,0.0002029275,0.0004881413,0.00009062165,0.0003637249,0.0001528596,0.0005041139],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5558648,"threshold_uncertainty_score":0.9996995,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809584664","doi":"10.1061/9780784481707.028","title":"Design of Retaining Wall and Single Pile in Expansive Soils Using Unsaturated Soil Mechanics as a Tool","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Expansive clay; Geotechnical engineering; Expansive; Pile; Soil water; Soil mechanics; Geology; Environmental science; Soil science; Materials science","authors":[{"name":"Yunlong Liu","is_ca":true},{"name":"Sai K. Vanapalli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02851569119322268,"gpt":0.233665386476104,"spread":0.2051496952828813,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004073768,0.0003451751,0.000468752,0.0002629107,0.0001063293,0.00007457748,0.0002002099,0.0003834115,0.00001684815],"category_scores_gemma":[0.0003640954,0.000353802,0.00005009329,0.000672354,0.00009518477,0.0002846901,0.000047768,0.0003729507,0.00001203541],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001595266,"about_ca_system_score_gemma":0.00008213955,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002644654,"about_ca_topic_score_gemma":0.00007483504,"domain_scores_codex":[0.9982114,0.00009556324,0.0005548664,0.0003691517,0.0002368308,0.000532207],"domain_scores_gemma":[0.9989515,0.0001440766,0.0001230671,0.0003951058,0.0002687392,0.0001175414],"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":[0.00005343265,0.00003254582,0.00001510602,0.0000972217,0.00004830466,0.00001522704,0.001085455,0.7874485,0.2093291,0.0001537029,0.0000508653,0.001670517],"study_design_scores_gemma":[0.0006188542,0.0001982206,0.0001198366,0.0002668893,0.00003881074,0.0000280758,0.0002102184,0.9575171,0.0399714,0.0005728257,0.00004390337,0.0004138041],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.915197,0.0005078816,0.08287141,0.00002215351,0.0002750817,0.0003646545,0.000008486251,0.0004237788,0.0003295221],"genre_scores_gemma":[0.997874,0.0001531681,0.001755988,0.00002760411,0.0000535781,0.00001476322,0.00002269995,0.00007156324,0.00002668743],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1700687,"threshold_uncertainty_score":0.9998914,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809360405","doi":"10.1061/9780784481684.016","title":"Upward Wetting Behavior of Unsaturated Xanthan Gum–Treated Sand","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Polysaccharides Composition and Applications","field":"Agricultural and Biological Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Kootenay Association for Science & Technology","funders":"Ministry of Science, ICT and Future Planning; National Research Foundation of Korea; Ministry of Land, Infrastructure and Transport","keywords":"Wetting; Xanthan gum; Biopolymer; Capillary action; Hydraulic conductivity; Soil water; Materials science; Adsorption; Self-healing hydrogels; Geotechnical engineering; Composite material; Chemistry; Soil science; Polymer; Rheology; Geology; Polymer chemistry","authors":[{"name":"Thi Phuong An Tran","is_ca":true},{"name":"Ilhan Chang","is_ca":true},{"name":"Jooyoung Im","is_ca":true},{"name":"Gye-Chun Cho","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02989182701578304,"gpt":0.2642566547663233,"spread":0.2343648277505402,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001554724,0.0002343908,0.0002845151,0.00004889674,0.0004919497,0.00009946427,0.000410446,0.0001889532,0.000524613],"category_scores_gemma":[0.00004161083,0.0001049282,0.0001104395,0.001112107,0.0002555026,0.0001676195,0.0000652557,0.0001844723,0.0002154606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002972029,"about_ca_system_score_gemma":0.00002052424,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005116125,"about_ca_topic_score_gemma":0.0002137645,"domain_scores_codex":[0.9984881,0.00007937678,0.0003990356,0.0003974549,0.0002315236,0.0004045221],"domain_scores_gemma":[0.9988585,0.00008524628,0.0002864461,0.0001779602,0.0004106697,0.0001812311],"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":[0.00003567568,0.0001130708,0.004510389,0.000003600956,0.00002666337,0.000004713849,0.00005815114,0.000001028574,0.9769484,0.0001755494,0.001194135,0.01692859],"study_design_scores_gemma":[0.0004574848,0.0003489284,0.1602013,0.0001169246,0.0001237152,0.0000342686,0.0002846879,0.000831719,0.831759,0.0002114906,0.005071794,0.0005586265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9949287,0.0001217972,0.00000927253,0.0006722344,0.0001515173,0.0003325723,0.0001533661,0.000202707,0.003427866],"genre_scores_gemma":[0.998545,0.00004100297,0.0001562871,0.0001375458,0.0002440446,0.00004146571,0.0002589891,0.000002958652,0.0005727354],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1556909,"threshold_uncertainty_score":0.5744144,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809597314","doi":"10.1061/9780784481684.012","title":"Hydraulic Properties for Bulyanhulu Tailings during Drying","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Soil and Unsaturated Flow","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 Alberta","funders":"","keywords":"Tailings; Degree of saturation; Void ratio; Permeability (electromagnetism); Geotechnical engineering; Saturation (graph theory); Soil water; Environmental science; Soil science; Geology; Materials science; Mathematics","authors":[{"name":"Feixia Zhang","is_ca":true},{"name":"D. G. Fredlund","is_ca":true},{"name":"G. Ward Wilson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02092989934533708,"gpt":0.2228045602149076,"spread":0.2018746608695705,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001560263,0.0004120283,0.0003669646,0.0001848845,0.0005083207,0.0002101866,0.0003726921,0.0002952257,0.00003513729],"category_scores_gemma":[0.0001150626,0.0003566783,0.0001373472,0.0003460493,0.0001599258,0.0004142438,0.00004122026,0.0003495828,0.0003116537],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001102738,"about_ca_system_score_gemma":0.00004779087,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008302909,"about_ca_topic_score_gemma":0.00007230203,"domain_scores_codex":[0.9981276,0.00002512955,0.0003912276,0.0004221728,0.0002114605,0.0008224319],"domain_scores_gemma":[0.998935,0.0000437134,0.00007560305,0.0004853123,0.0002746268,0.0001857414],"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":[0.0003937932,0.00007130983,0.00033019,0.0008445923,0.0005762869,0.00004222451,0.003967519,0.005063788,0.9553605,0.0001156294,0.01493775,0.01829643],"study_design_scores_gemma":[0.001623745,0.0001311882,0.001142875,0.0003251468,0.0001016779,0.00004921751,0.0003723874,0.1100177,0.8662263,0.0001986248,0.01871231,0.001098843],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9868122,0.001702828,0.0003969878,0.0001499395,0.001663895,0.0004792377,0.0000186514,0.001415934,0.007360305],"genre_scores_gemma":[0.9963329,0.0001398289,0.0005393524,0.00009862526,0.00100085,0.0001079203,0.00003626391,0.0001168505,0.001627395],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1049539,"threshold_uncertainty_score":0.9998885,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2809175314","doi":"10.1061/9780784481684.050","title":"Resilient Modulus and Permanent Strain Behavior of a Compacted Red Clay","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Newcastle University; National Science Foundation","keywords":"Water content; Compaction; Red sandstone; Modulus; Geotechnical engineering; Materials science; Clay soil; Stress–strain curve; Stress (linguistics); Soil water; Composite material; Geology; Soil science; Deformation (meteorology)","authors":[{"name":"Zhong Han","is_ca":true},{"name":"Wei-lie Zou","is_ca":true},{"name":"Sai K. Vanapalli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01368678225989302,"gpt":0.2338817505237694,"spread":0.2201949682638764,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001086502,0.0001627008,0.0002161049,0.00008938692,0.00005862603,0.00002460537,0.0001098964,0.0001493356,0.0000271973],"category_scores_gemma":[0.00005056501,0.0001534123,0.00003630019,0.0001877419,0.0001137057,0.00007192416,0.00002070417,0.0001678128,0.000008876257],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004680417,"about_ca_system_score_gemma":0.00001427546,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005534694,"about_ca_topic_score_gemma":0.00003590286,"domain_scores_codex":[0.999154,0.00002329489,0.0002571428,0.0001728362,0.0001509784,0.0002417528],"domain_scores_gemma":[0.9994212,0.00001960982,0.00004144814,0.0002907394,0.0001116346,0.0001154169],"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":[0.0000794407,0.000186054,0.0007851953,0.0003586592,0.000143268,0.00002601329,0.001703946,0.1933061,0.7818384,0.0005549032,0.00318249,0.01783554],"study_design_scores_gemma":[0.0009503055,0.000242462,0.1376957,0.000149346,0.00009908515,0.00002565923,0.000112219,0.8316587,0.02715876,0.0001097926,0.001256388,0.0005415198],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9960625,0.0001786655,0.001095952,0.00003581131,0.0002692044,0.0002066479,0.00005061953,0.0003577685,0.00174285],"genre_scores_gemma":[0.9995105,0.0000628521,0.0002051744,0.000005717218,0.00004474166,0.00001249339,0.00005340829,0.00002586344,0.00007920073],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7546797,"threshold_uncertainty_score":0.6255972,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}