{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":3805,"total_is_capped":false,"direct_labels_cover":1,"predictions_cover":3805,"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":"674874cdf005","filters":{"venue":"Canadian Geotechnical Journal"}},"results":[{"id":"W2134278855","doi":"10.1139/t09-065","title":"Interpretation of cone penetration tests — a unified approach","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1000,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Canadian Natural Resources","funders":"","keywords":"Cone penetration test; Geotechnical engineering; Penetration test; Chart; Normalization (sociology); Mathematics; Computer science; Geology; Engineering; Statistics; Subgrade","authors":[{"name":"P. K. Robertson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007246921375056989,"gpt":0.1987808446443921,"spread":0.1915339232693351,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007304846,0.002607879,0.002259788,0.00690408,0.001003647,0.005682215,0.003597785,0.001637379,0.003368274],"category_scores_gemma":[0.01982212,0.0007071273,0.0008877672,0.00381815,0.003246092,0.003663005,0.002665789,0.00207507,0.001209689],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001256352,"about_ca_system_score_gemma":0.002124487,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006667416,"about_ca_topic_score_gemma":0.00619977,"domain_scores_codex":[0.9909233,0.002969737,0.0009607833,0.0006531953,0.004240038,0.0002528918],"domain_scores_gemma":[0.9876162,0.003143267,0.001128435,0.001551361,0.006356641,0.0002040326],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0004325812,0.0001651895,0.02371219,0.001606825,0.0001630208,0.003956898,0.004049749,0.03676923,0.0500635,0.08790315,0.01671754,0.7744602],"study_design_scores_gemma":[0.0001013014,0.001128463,0.05630473,0.002124426,0.0004472627,0.01195429,0.009945242,0.3406251,0.07881325,0.2318145,0.2658529,0.0008884838],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01623377,0.001798364,0.9582851,0.0006320972,0.0003420011,0.0004306017,0.0004528493,0.001592049,0.02023314],"genre_scores_gemma":[0.3347467,0.003945556,0.651132,0.0006267278,0.0004060219,0.0005895848,0.0005922368,0.000678571,0.00728247],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.007304846,"threshold_uncertainty_score":0.03863221,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2085412852","doi":"10.1139/t00-030","title":"The statistics of embankment dam failures and accidents","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":971,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Piping; Levee; Embankment dam; Geotechnical engineering; Foundation (evidence); Population; Dam failure; Engineering; Forensic engineering; Flood myth; Geography","authors":[{"name":"Mark Foster","is_ca":false},{"name":"Robin Fell","is_ca":false},{"name":"Matt Spannagle","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003934722106196005,"gpt":0.1857756747822896,"spread":0.1818409526760936,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001838647,0.0004320615,0.0004917882,0.008889806,0.0004623525,0.0006608832,0.0004734884,0.0002854793,0.004689744],"category_scores_gemma":[0.01127631,0.0001951108,0.0003888981,0.00887536,0.0002904373,0.0004259682,0.0004435775,0.0004913831,0.001883432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001534649,"about_ca_system_score_gemma":0.003011128,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1178509,"about_ca_topic_score_gemma":0.08238072,"domain_scores_codex":[0.996488,0.0002393881,0.0005356828,0.0003110915,0.002175584,0.0002503527],"domain_scores_gemma":[0.9856465,0.003511258,0.0034848,0.001276142,0.005504201,0.000577127],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00031169,0.00009079004,0.8246812,0.0003961007,0.000211266,0.0003791119,0.000347068,0.01043704,0.001788209,0.001463728,0.06932316,0.09057065],"study_design_scores_gemma":[0.00001073093,0.0001243237,0.9407881,0.00003962563,0.00004416105,0.0005628955,0.0002322472,0.003959376,0.001522935,0.0002767325,0.05240007,0.0000387258],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"dataset","genre_gemma":"empirical","genre_scores_codex":[0.3635742,0.001027709,0.006158572,0.0003196475,0.00005731238,0.0002218265,0.6184124,0.001144169,0.00908414],"genre_scores_gemma":[0.3643946,0.001141306,0.00280517,0.00006919164,0.00006526695,0.0003319541,0.6248341,0.0001163593,0.006242012],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.1178509,"threshold_uncertainty_score":0.2343299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076271908","doi":"10.1139/t04-106","title":"A generalized thermal conductivity model for soils and construction materials","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":788,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermal conductivity; Saturation (graph theory); Soil water; Degree of saturation; Water content; Porosity; Geotechnical engineering; Soil science; Particle-size distribution; Materials science; Mineralogy; Geology; Particle size; Composite material; Mathematics","authors":[{"name":"Jean Côté","is_ca":false},{"name":"Jean‐Marie Konrad","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04955347107336491,"gpt":0.2457879525081841,"spread":0.1962344814348192,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005337762,0.001439951,0.001080993,0.001041264,0.0006007419,0.001616064,0.002750817,0.002032319,0.003729519],"category_scores_gemma":[0.00143551,0.0006815623,0.001454438,0.0015395,0.001280675,0.002443857,0.0009104242,0.001145519,0.001816782],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001469627,"about_ca_system_score_gemma":0.00144474,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01345167,"about_ca_topic_score_gemma":0.008337044,"domain_scores_codex":[0.9995047,0.0001168793,0.00002483362,0.000129991,0.0001504455,0.00007312336],"domain_scores_gemma":[0.9996475,0.000131622,0.00004533781,0.00005207154,0.0001079683,0.00001560064],"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":[0.00001078152,0.00001313452,0.0001797238,0.00005799068,0.00001247336,0.00007441749,0.00004966999,0.9540027,0.002232594,0.03557434,0.0008696923,0.006922543],"study_design_scores_gemma":[0.000005533616,0.00001182631,0.0001418607,0.000008933918,0.000008474006,0.00006122145,0.00001295909,0.9779412,0.0003727871,0.01758492,0.003834935,0.00001543581],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01702355,0.001099279,0.9628951,0.0004019038,0.0001386849,0.0001020371,0.0006968605,0.0007130504,0.01692952],"genre_scores_gemma":[0.7348173,0.004411404,0.1634967,0.0004744587,0.0003052907,0.001238181,0.001936921,0.0007359368,0.09258382],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01345167,"threshold_uncertainty_score":0.02674675,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2051382488","doi":"10.1139/cgj-2012-0023","title":"Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":755,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Deltares","keywords":"Cementation (geology); Geotechnical engineering; Saturation (graph theory); Calcite; Cohesion (chemistry); Degree of saturation; Soil stabilization; Soil water; Permeability (electromagnetism); Water content; Geology; Subgrade; Materials science; Mineralogy; Soil science; Cement; Composite material; Chemistry","authors":[{"name":"Liang Cheng","is_ca":false},{"name":"R. Cord‐Ruwisch","is_ca":false},{"name":"Mohamed A. Shahin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00865479143270939,"gpt":0.2122399171819924,"spread":0.2035851257492831,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001805021,0.0003231221,0.0001760341,0.0001882752,0.000135015,0.000211052,0.0001455995,0.0001094577,0.0005477619],"category_scores_gemma":[0.0003348562,0.0001112066,0.0001542466,0.0001800714,0.0002158908,0.0001256659,0.0001862013,0.0002585496,0.00007799536],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000253495,"about_ca_system_score_gemma":0.0002482488,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002157987,"about_ca_topic_score_gemma":0.005430324,"domain_scores_codex":[0.9998753,0.00002349469,0.000009137345,0.00001541987,0.00004607343,0.00003048569],"domain_scores_gemma":[0.9998413,0.00004082995,0.00004175226,0.00001475655,0.00002917077,0.00003213759],"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":[0.00009133181,0.00001602889,0.0003937267,0.00003297737,0.00000452216,0.00002215971,0.0000258826,0.0003174212,0.9979449,0.00002637405,0.000009929508,0.001114645],"study_design_scores_gemma":[0.000005327925,0.0002273222,0.001682168,0.000001960827,0.000006163056,0.00001504473,0.00001470041,0.0006940696,0.9970717,0.000008808121,0.0002707216,0.000001930685],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983349,0.000171434,0.0009304549,0.000008659057,0.000004475587,0.0000120637,0.00004369432,0.00002154912,0.0004726592],"genre_scores_gemma":[0.9988582,0.0001354305,0.0005895435,0.000003577802,0.000001635147,0.000005177074,0.00004529985,0.000006251364,0.0003548402],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002157987,"threshold_uncertainty_score":0.004290879,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2165248235","doi":"10.1139/t01-089","title":"Submarine landslides: advances and challenges","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geological formations and processes","field":"Earth and Planetary Sciences","cited_by":732,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Submarine; Submarine landslide; Mass movement; Submarine pipeline; Landslide; Geology; Debris; Hazard; Natural hazard; Geotechnical engineering; Oceanography","authors":[{"name":"Jacques Locat","is_ca":false},{"name":"Homa J. Lee","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03016852435739726,"gpt":0.1983593863854703,"spread":0.168190862028073,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003574895,0.0006866372,0.00101901,0.001328485,0.0006910266,0.003158154,0.002101532,0.002821318,0.00698129],"category_scores_gemma":[0.003638845,0.0002622973,0.0003697866,0.001627084,0.001535491,0.005874655,0.001918411,0.001295276,0.002767284],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008019915,"about_ca_system_score_gemma":0.00170925,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002560766,"about_ca_topic_score_gemma":0.004763315,"domain_scores_codex":[0.9989491,0.0002585416,0.00007488777,0.0002005028,0.0004160704,0.0001008294],"domain_scores_gemma":[0.995891,0.001574258,0.0002772142,0.0002166069,0.001567069,0.0004738251],"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":[0.0000864019,0.00008895462,0.005335664,0.001573484,0.00003160256,0.0004702691,0.0008304742,0.003422266,0.0009420401,0.02513206,0.02831701,0.9337697],"study_design_scores_gemma":[0.00002988,0.0002488268,0.008812345,0.001981467,0.00004646541,0.002312231,0.008463817,0.007720233,0.0008954533,0.08266491,0.8867391,0.00008532777],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.03630991,0.7667432,0.02402203,0.1282873,0.003087272,0.00005100682,0.0004186401,0.0003221702,0.04075853],"genre_scores_gemma":[0.1650952,0.7815863,0.02190835,0.005886419,0.007016196,0.00007576143,0.0003979364,0.00007578825,0.0179581],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.00698129,"threshold_uncertainty_score":0.02335471,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006919898","doi":"10.1139/t01-099","title":"Remote sensing based assessment of hazards from glacier lake outbursts: a case study in the Swiss Alps","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Cryospheric studies and observations","field":"Earth and Planetary Sciences","cited_by":621,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Glacier; Hazard; Moraine; Hazard analysis; Geology; Physical geography; Natural hazard; Scale (ratio); Rock glacier; Debris flow; Debris; Rockfall; Hydrology (agriculture); Remote sensing; Environmental science; Landslide; Geomorphology; Cartography; Geography; Geotechnical engineering","authors":[{"name":"Christian Huggel","is_ca":false},{"name":"Andreas Kääb","is_ca":false},{"name":"Wilfried Haeberli","is_ca":false},{"name":"Philippe Teysseire","is_ca":false},{"name":"Frank Paul","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03877350591998834,"gpt":0.2582916927936689,"spread":0.2195181868736805,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006181541,0.0008100807,0.0003133609,0.00121722,0.0005394927,0.0007925934,0.000431403,0.001088469,0.0007306179],"category_scores_gemma":[0.001031073,0.0001486541,0.0005213154,0.001140304,0.0006157881,0.0003326652,0.0004315303,0.0002811535,0.00008104218],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009979849,"about_ca_system_score_gemma":0.0003686497,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04513646,"about_ca_topic_score_gemma":0.04700894,"domain_scores_codex":[0.9997777,0.00007578436,0.00001367931,0.00002554023,0.00006803224,0.00003924875],"domain_scores_gemma":[0.9992275,0.0004995927,0.0000846498,0.00003392742,0.00008727975,0.00006695603],"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":[0.001067251,0.001086563,0.1804076,0.0004893788,0.0002384114,0.02325431,0.001401664,0.7269259,0.01864525,0.001622696,0.001504818,0.04335619],"study_design_scores_gemma":[0.0001248312,0.0009787219,0.2353169,0.00005393459,0.0001767162,0.001177667,0.002774966,0.750482,0.006734325,0.0008930524,0.001200516,0.00008635555],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971235,0.0001277766,0.001570703,0.0001016218,0.000004805992,0.00004165057,0.0001691815,0.00004159936,0.0008192806],"genre_scores_gemma":[0.9980791,0.0001418356,0.001254797,0.000009962676,0.000008532409,0.00001460139,0.0001344684,0.000003925453,0.000352718],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04513646,"threshold_uncertainty_score":0.08974743,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2143648430","doi":"10.1139/t04-052","title":"A model for the analysis of rapid landslide motion across three-dimensional terrain","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":601,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Flume; Landslide; Terrain; Mechanics; Smoothed-particle hydrodynamics; Flow (mathematics); Rheology; Bingham plastic; Debris flow; Debris; Materials science","authors":[{"name":"Scott McDougall","is_ca":false},{"name":"Oldrich Hungr","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01520322040877808,"gpt":0.2411973052254336,"spread":0.2259940848166555,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001453799,0.0004938236,0.0004935901,0.000409022,0.0005228783,0.0005955963,0.001256165,0.0006964901,0.00228178],"category_scores_gemma":[0.0005005396,0.000270498,0.0005427796,0.0005272831,0.0005597371,0.0004629984,0.0003931867,0.0006703988,0.0004061053],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009541866,"about_ca_system_score_gemma":0.00181239,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06130617,"about_ca_topic_score_gemma":0.04241511,"domain_scores_codex":[0.999902,0.000008135383,0.000005587311,0.00001763041,0.00005063082,0.00001594824],"domain_scores_gemma":[0.9998813,0.000030775,0.000017099,0.00001388178,0.00004026661,0.00001668307],"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":[0.00001205197,0.00001197567,0.000637542,0.00003344892,0.00001484291,0.00008699486,0.00003154585,0.9727635,0.004785913,0.01235907,0.0008938807,0.008369206],"study_design_scores_gemma":[0.000006100714,0.000008075538,0.0003500661,0.00000304369,0.000005259119,0.00003208139,0.000004683186,0.9942452,0.0003037342,0.002065531,0.002970696,0.000005487431],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03266682,0.0002806345,0.9582079,0.0002181502,0.00008884042,0.00009669599,0.0009858307,0.0007224931,0.006732649],"genre_scores_gemma":[0.6784543,0.001147948,0.2945567,0.00009202388,0.00009873248,0.00066769,0.001492222,0.0002126736,0.02327768],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.06130617,"threshold_uncertainty_score":0.1218987,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2154541557","doi":"10.1139/t01-077","title":"Specific surface: determination and relevance","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":593,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Adsorption; Gravimetric analysis; Sorption; Diffusion; Particle (ecology); Particle-size distribution; Specific surface area; Particle size; Materials science; Chemistry; Mineralogy; Composite material; Soil science; Chemical physics; Thermodynamics; Environmental science; Geology; Physical chemistry; Physics; Organic chemistry","authors":[{"name":"J. Carlos Santamarina","is_ca":false},{"name":"Konrad Klein","is_ca":false},{"name":"Yu-Hsing Wang","is_ca":false},{"name":"E Prencke","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01247407275454197,"gpt":0.1853495645420315,"spread":0.1728754917874896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001119751,0.0007130618,0.0006394766,0.002038867,0.0003915383,0.001295018,0.00100787,0.001024104,0.002276103],"category_scores_gemma":[0.00348755,0.0003227247,0.0003066185,0.001265116,0.001049333,0.001525511,0.0008701892,0.000851723,0.001522493],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008132767,"about_ca_system_score_gemma":0.0004670145,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002033522,"about_ca_topic_score_gemma":0.001295035,"domain_scores_codex":[0.9986985,0.0001760597,0.00004466382,0.0003179303,0.0006970961,0.00006578882],"domain_scores_gemma":[0.99839,0.0004894115,0.0001771927,0.0002002297,0.0006516289,0.00009163723],"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":[0.0002369974,0.0001152734,0.04578244,0.00226633,0.0001412721,0.0003461072,0.0003447549,0.004066119,0.5879255,0.02753149,0.004755429,0.3264882],"study_design_scores_gemma":[0.00002723972,0.0007082249,0.1543621,0.000348584,0.0002075207,0.005570062,0.0009514071,0.0258778,0.6180162,0.03570617,0.1580647,0.0001599002],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.5305204,0.1058707,0.2845547,0.003085288,0.001351534,0.000407707,0.002672379,0.001654915,0.06988234],"genre_scores_gemma":[0.9522973,0.01280931,0.02434196,0.0002874238,0.0002962457,0.0001199167,0.0009991311,0.0001550359,0.008693513],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.002276103,"threshold_uncertainty_score":0.007614315,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2082564333","doi":"10.1139/t02-034","title":"Probabilistic slope stability analysis for practice","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":586,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Probabilistic logic; Monte Carlo method; Probabilistic analysis of algorithms; Slope stability; Reliability (semiconductor); Stability (learning theory); Computer science; Slope stability analysis; Uncertainty analysis; Reliability engineering; Data mining; Statistics; Mathematics; Engineering; Simulation; Geotechnical engineering; Machine learning; Artificial intelligence","authors":[{"name":"H El-Ramly","is_ca":false},{"name":"N. R. Morgenstern","is_ca":false},{"name":"D. M. Crudën","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0187625803140512,"gpt":0.211775832744599,"spread":0.1930132524305478,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007301641,0.001842819,0.001272064,0.003041863,0.001113719,0.003592559,0.002319267,0.00249027,0.02046811],"category_scores_gemma":[0.0373894,0.0007712719,0.001362613,0.002923407,0.002470487,0.004320573,0.002579398,0.004237046,0.004699797],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002606334,"about_ca_system_score_gemma":0.0046003,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006981555,"about_ca_topic_score_gemma":0.004740977,"domain_scores_codex":[0.9955421,0.001890037,0.0002860269,0.0004203559,0.001739188,0.0001222521],"domain_scores_gemma":[0.985494,0.008852746,0.0008045633,0.001657392,0.003031954,0.0001592366],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001979321,0.00004518966,0.0008592891,0.0003230627,0.00005025655,0.0001507265,0.0002730902,0.3283693,0.0005005811,0.5628001,0.01563169,0.09097679],"study_design_scores_gemma":[0.00001238591,0.00002358218,0.0002156249,0.0002086277,0.00001558947,0.0001058768,0.00008836493,0.3717178,0.0002121993,0.5908799,0.03649195,0.00002807055],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0006911757,0.0004710578,0.9901699,0.000881806,0.0000715904,0.00005897211,0.0000840032,0.0003925706,0.007178765],"genre_scores_gemma":[0.08934548,0.003248219,0.8959859,0.0005839525,0.0005065461,0.0009258007,0.0005384434,0.0006758326,0.008189769],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02046811,"threshold_uncertainty_score":0.06847268,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2114550863","doi":"10.1139/t01-031","title":"The variability of root cohesion as an influence on shallow landslide susceptibility in the Oregon Coast Range","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":576,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Landslide; Cohesion (chemistry); Understory; Deciduous; Geology; Vegetation (pathology); Soil water; Fault scarp; Storm; Hydrology (agriculture); Ordination; Environmental science; Physical geography; Ecology; Geography; Soil science; Geomorphology; Geotechnical engineering; Biology","authors":[{"name":"Kevin M. Schmidt","is_ca":false},{"name":"Joshua J. Roering","is_ca":false},{"name":"J. D. Stock","is_ca":false},{"name":"W. E. Dietrich","is_ca":false},{"name":"David R. Montgomery","is_ca":false},{"name":"T Schaub","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01199735379585244,"gpt":0.2313251335290475,"spread":0.2193277797331951,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002296229,0.0001063713,0.0001425873,0.0006203183,0.0002081709,0.0005390455,0.00016753,0.000130464,0.0006722977],"category_scores_gemma":[0.001204027,0.0001197239,0.0001202389,0.0004838537,0.0003090762,0.0002507857,0.0004048918,0.0001975833,0.0000719376],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003355468,"about_ca_system_score_gemma":0.0001449923,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01679276,"about_ca_topic_score_gemma":0.04117763,"domain_scores_codex":[0.9998591,0.0000182784,0.00001533892,0.00004159415,0.00004514959,0.00002045173],"domain_scores_gemma":[0.999009,0.0002738236,0.0004450818,0.00007413575,0.00009374184,0.0001042682],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006081304,0.00001357512,0.9928049,0.000005301403,0.00002971322,0.00005946166,0.0002060008,0.0001415299,0.00404962,0.0000202327,0.00002520206,0.002583517],"study_design_scores_gemma":[6.922348e-7,0.000009384189,0.9995209,0.000001742128,0.000004456029,0.00002986462,0.0001097281,0.0001296142,0.0001382847,0.000009358799,0.00004471608,0.000001310734],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997237,0.00002005088,0.00002803445,0.00000511009,2.437722e-7,5.869051e-7,0.00004671497,0.000002019131,0.0001735366],"genre_scores_gemma":[0.9997085,0.00002749955,0.00004411031,0.000002863432,9.582546e-7,0.000001709286,0.0001177408,0.000002082478,0.00009455944],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01679276,"threshold_uncertainty_score":0.03339005,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2163869980","doi":"10.1139/t07-033","title":"The 2003 Canadian Geotechnical Colloquium: Mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":569,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true},"ca_institutions":"Queen's University","funders":"","keywords":"Spall; Geotechnical engineering; Geology; Structural engineering; Forensic engineering; Engineering","authors":[{"name":"Mark S. Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01215398545707253,"gpt":0.2505606200235174,"spread":0.2384066345664448,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001279373,0.001234996,0.0007099081,0.001335061,0.001076219,0.002455322,0.001394248,0.001141349,0.004237714],"category_scores_gemma":[0.002685498,0.0003618237,0.0005816746,0.0009606874,0.002160217,0.0009184263,0.0008768301,0.0007337717,0.0007067557],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008861014,"about_ca_system_score_gemma":0.008097337,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4753412,"about_ca_topic_score_gemma":0.5232042,"domain_scores_codex":[0.999382,0.00007289535,0.00003605134,0.00006354009,0.0003577743,0.00008760131],"domain_scores_gemma":[0.9984636,0.0002250205,0.0001036431,0.0001013305,0.001030994,0.00007540572],"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":[0.00007945267,0.0000361394,0.003641218,0.0002133717,0.00003114294,0.000269564,0.0002743318,0.6832699,0.007448913,0.1157175,0.03995901,0.1490594],"study_design_scores_gemma":[0.0000075054,0.00003098318,0.002216946,0.00006053973,0.00002424795,0.00009943453,0.0001498047,0.9293287,0.003354888,0.02650349,0.03816386,0.00005958887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0511764,0.004161472,0.8875629,0.003951384,0.0009300056,0.0001739896,0.001117673,0.0005504802,0.05037577],"genre_scores_gemma":[0.8395833,0.003604203,0.1201391,0.0002210596,0.0001784134,0.0001310928,0.0008648662,0.0002243297,0.03505362],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4753412,"threshold_uncertainty_score":0.9451489,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2143056261","doi":"10.1139/t03-013","title":"On the use of the KozenyCarman equation to predict the hydraulic conductivity of soils","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":546,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Gradation; Geotechnical engineering; Soil water; Permeability (electromagnetism); Void ratio; Water retention curve; Anisotropy; Geology; Soil science; Chemistry; Physics","authors":[{"name":"Robert P. Chapuis","is_ca":false},{"name":"Michel Aubertin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03993625483705989,"gpt":0.2088967090914972,"spread":0.1689604542544373,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008903328,0.0006531756,0.0004132527,0.0006735226,0.0003153326,0.0007295353,0.00104059,0.00079251,0.001108075],"category_scores_gemma":[0.003514705,0.0002964211,0.0006609333,0.000818603,0.001269433,0.00192057,0.0008107175,0.001419784,0.0008427849],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006189113,"about_ca_system_score_gemma":0.0006045296,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008144938,"about_ca_topic_score_gemma":0.002976729,"domain_scores_codex":[0.9996248,0.00009751004,0.00002578661,0.00008711949,0.0001462242,0.00001859791],"domain_scores_gemma":[0.9988009,0.0008743001,0.00008404219,0.00008379201,0.0001459853,0.00001101197],"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":[0.00007149886,0.00008337454,0.01208446,0.0002350103,0.00005263525,0.0002644056,0.0003158927,0.6751055,0.01152381,0.1124837,0.002072562,0.1857072],"study_design_scores_gemma":[0.000006983842,0.00004638121,0.002736035,0.00008095595,0.00001770707,0.000115785,0.00003285998,0.9463719,0.005574652,0.03935203,0.005612127,0.00005265824],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03920734,0.00209344,0.9477076,0.0005725153,0.0001224596,0.00006482543,0.0001442105,0.0004158245,0.009671872],"genre_scores_gemma":[0.7035779,0.008303517,0.280211,0.0003462233,0.0001784504,0.0002173717,0.0003491858,0.0001847666,0.006631537],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9918551,"threshold_uncertainty_score":0.01619506,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2160472571","doi":"10.1139/t02-086","title":"Bearing-capacity prediction of spatially random <i>c</i> <i>ϕ</i> soils","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":517,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Science Foundation","keywords":"Monte Carlo method; Bearing capacity; Random field; Standard deviation; Mathematics; Geotechnical engineering; Spatial variability; Soil water; Spatial correlation; Finite element method; Statistical physics; Structural engineering; Geology; Statistics; Engineering; Soil science; Physics","authors":[{"name":"Gordon A. Fenton","is_ca":false},{"name":"D. V. Griffiths","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00813972830396215,"gpt":0.1663469037804418,"spread":0.1582071754764797,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005504802,0.0003297391,0.0002948823,0.0005872972,0.000165016,0.0002850588,0.00055587,0.0004217242,0.0002922174],"category_scores_gemma":[0.00200888,0.0002233614,0.0003301011,0.0004094316,0.0007289199,0.0004058534,0.0001823753,0.0002189591,0.00006493318],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008458949,"about_ca_system_score_gemma":0.000501558,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01637769,"about_ca_topic_score_gemma":0.0120069,"domain_scores_codex":[0.999878,0.00002796584,0.000005264965,0.00002692467,0.00003008868,0.00003175162],"domain_scores_gemma":[0.9988081,0.0007091182,0.0002203523,0.00006981241,0.0001502258,0.00004226961],"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":[0.00001323578,0.00001014874,0.003669779,0.000005049949,0.000006067451,0.00002911668,0.000009417126,0.9939856,0.0008426019,0.000379188,0.00002782738,0.001022073],"study_design_scores_gemma":[0.000001971613,0.00001004339,0.001738069,9.450308e-7,0.000002422564,0.000009292972,0.000004414209,0.997458,0.0005760285,0.0001802322,0.00001456762,0.000004052843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9782653,0.00002342321,0.02102937,0.0000312382,0.00000280076,0.000007152285,0.00005864228,0.00007085471,0.0005112542],"genre_scores_gemma":[0.9989271,0.000009902022,0.0009445224,0.000001846399,7.89914e-7,0.00000314949,0.0000324066,0.000003447196,0.00007685729],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01637769,"threshold_uncertainty_score":0.0325647,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2034337476","doi":"10.1139/t02-119","title":"An anisotropic elastoplastic model for soft clays","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":455,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"University of Glasgow","keywords":"Anisotropy; Geotechnical engineering; Constitutive equation; Hardening (computing); Yield (engineering); Critical state soil mechanics; Stress path; Plasticity; Materials science; Mechanics; Geology; Structural engineering; Engineering; Finite element method; Composite material; Physics; Optics","authors":[{"name":"Simon J. Wheeler","is_ca":false},{"name":"A. Näätänen","is_ca":false},{"name":"Minna Karstunen","is_ca":false},{"name":"M. Lojander","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01044516467506007,"gpt":0.198923715601323,"spread":0.1884785509262629,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002284302,0.0007725076,0.0004505285,0.0008682688,0.0003798617,0.0009160548,0.001292923,0.001335671,0.003170229],"category_scores_gemma":[0.0007425627,0.0003894674,0.0006324346,0.0005485333,0.0007682607,0.0009561869,0.0006446239,0.0008554917,0.001246925],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005068937,"about_ca_system_score_gemma":0.0005186615,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00580579,"about_ca_topic_score_gemma":0.003217934,"domain_scores_codex":[0.9998123,0.00003248343,0.000009501263,0.00003821458,0.00007660432,0.00003080347],"domain_scores_gemma":[0.9998137,0.00004914208,0.00004153907,0.00002386503,0.00004696286,0.00002473188],"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":[0.00001873722,0.00003538336,0.0004144088,0.00005689506,0.00001146134,0.0002897217,0.00008605896,0.930965,0.0126561,0.04629357,0.0008704533,0.008302175],"study_design_scores_gemma":[0.000006107646,0.00001544653,0.0002116247,0.000009711385,0.000007511344,0.0001670416,0.00001902113,0.9868644,0.0005900351,0.007648678,0.004447965,0.00001236891],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09162018,0.001552146,0.8404014,0.0008951849,0.0001781459,0.0001333955,0.0007789498,0.0006338152,0.06380687],"genre_scores_gemma":[0.8764973,0.002697177,0.05276411,0.0002321752,0.0001495249,0.0003445746,0.0004497406,0.0002418231,0.06662364],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00580579,"threshold_uncertainty_score":0.01154399,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2527105207","doi":"10.1139/cgj-2016-0044","title":"Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":450,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Unified Soil Classification System; Geotechnical engineering; Cone penetration test; Penetration test; Soil water; Soil classification; Confusion; Soil type; Plasticity; Environmental science; Soil science; Engineering; Materials science","authors":[{"name":"P. K. Robertson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01136858259054995,"gpt":0.2012897735181935,"spread":0.1899211909276435,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004532199,0.002485773,0.001769796,0.0140425,0.001414334,0.00330687,0.00436219,0.001912559,0.007038913],"category_scores_gemma":[0.01125514,0.0008668086,0.001358543,0.0085128,0.001392682,0.004681482,0.00181625,0.002183477,0.01075673],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003416315,"about_ca_system_score_gemma":0.004253777,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04165145,"about_ca_topic_score_gemma":0.05257905,"domain_scores_codex":[0.9934301,0.0004769855,0.001017902,0.0005993301,0.004272459,0.0002033311],"domain_scores_gemma":[0.9696787,0.002162261,0.002227766,0.001412229,0.02383588,0.0006832026],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001836477,0.0001938031,0.01783938,0.00134227,0.00009647368,0.0004088651,0.0003005824,0.002827207,0.009298032,0.004262493,0.1456396,0.8176076],"study_design_scores_gemma":[0.00003644434,0.0002303433,0.0260527,0.001062007,0.0001694992,0.002534647,0.0004286532,0.01445285,0.01042005,0.004116395,0.9401968,0.0002994979],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0471442,0.06660285,0.6570478,0.008917273,0.01234106,0.003618758,0.04971343,0.02713066,0.127484],"genre_scores_gemma":[0.1258615,0.06010084,0.61985,0.00298453,0.003056533,0.001998856,0.07814379,0.002522421,0.1054816],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.04165145,"threshold_uncertainty_score":0.08281803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2199344813","doi":"10.1139/cgj-2015-0253","title":"Improved image-based deformation measurement for geotechnical applications","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Optical measurement and interference techniques","field":"Computer Science","cited_by":442,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Lloyd's Register","keywords":"Particle image velocimetry; Geotechnical engineering; Centrifuge; Deformation (meteorology); Displacement (psychology); Geology; Engineering; Mechanics; Turbulence","authors":[{"name":"Sam Stanier","is_ca":false},{"name":"Justin A. Blaber","is_ca":false},{"name":"W. Andy Take","is_ca":true},{"name":"David White","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0640117923835182,"gpt":0.2716737198151028,"spread":0.2076619274315846,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001257775,0.0006696165,0.0006693109,0.001387336,0.0002850311,0.001430429,0.001764238,0.0008881633,0.001953415],"category_scores_gemma":[0.003204032,0.0004219389,0.0003846544,0.001080079,0.0005077358,0.001603317,0.001010219,0.0009677287,0.0009644194],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001046017,"about_ca_system_score_gemma":0.0007475694,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002507785,"about_ca_topic_score_gemma":0.003868566,"domain_scores_codex":[0.9978806,0.0001980401,0.00007489062,0.0002103713,0.001542874,0.0000932388],"domain_scores_gemma":[0.9979056,0.0003230896,0.0001821357,0.0004791184,0.001057458,0.00005263258],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000232988,0.0002169979,0.004381328,0.0002614875,0.0000737214,0.0000886394,0.0001844186,0.05863836,0.2257783,0.007799114,0.004691034,0.6976535],"study_design_scores_gemma":[0.00004704294,0.0002366418,0.007702701,0.0000512186,0.00006039038,0.0003492747,0.0000583956,0.7786182,0.1918413,0.001810759,0.01906393,0.000160247],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02616585,0.0002814303,0.9678674,0.0001764801,0.0001023317,0.00006457341,0.0001111023,0.00279423,0.002436642],"genre_scores_gemma":[0.1555432,0.0002346328,0.8419911,0.0001006601,0.00005446775,0.00005850361,0.0002467936,0.000219646,0.001550921],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002507785,"threshold_uncertainty_score":0.0075894,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2111922052","doi":"10.1139/t09-054","title":"Fundamentals of desiccation cracking of fine-grained soils: experimental characterisation and mechanisms identification","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":436,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Cracking; Degree of saturation; Shrinkage; Desiccation; Saturation (graph theory); Geotechnical engineering; Suction; Soil water; Materials science; Water content; Moisture; Geology; Composite material; Soil science; Engineering; Mathematics","authors":[{"name":"H. Péron","is_ca":false},{"name":"Tomasz Hueckel","is_ca":false},{"name":"Lyesse Laloui","is_ca":false},{"name":"Liang Hu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01214008549312356,"gpt":0.221025178838693,"spread":0.2088850933455695,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002756473,0.0002943324,0.000316407,0.0003040658,0.0003062384,0.0001805465,0.0003348514,0.0002741803,0.001363247],"category_scores_gemma":[0.0004153744,0.0001987788,0.0001299873,0.0002380287,0.0004732661,0.0003412297,0.0002468266,0.000380158,0.0001212471],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000299955,"about_ca_system_score_gemma":0.0001850939,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00151703,"about_ca_topic_score_gemma":0.002949807,"domain_scores_codex":[0.9998248,0.00001272442,0.00001025639,0.00004880709,0.00007691699,0.00002659993],"domain_scores_gemma":[0.999691,0.00009006527,0.00005621658,0.00006356397,0.00007966308,0.00001957058],"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":[0.00005629933,0.00003188316,0.001409434,0.0001098692,0.000002951432,0.00003361462,0.00007806517,0.0008797786,0.9921605,0.0001802305,0.00002090835,0.005036535],"study_design_scores_gemma":[0.00001070673,0.0004501858,0.0205334,0.0000110506,0.000008801991,0.0002224556,0.00007342815,0.006337096,0.9706087,0.0002574336,0.001472005,0.00001465503],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9698578,0.0007464644,0.02754935,0.00003109782,0.000008388516,0.00011016,0.0003719069,0.00009498714,0.001229764],"genre_scores_gemma":[0.9872425,0.0004592942,0.01159891,0.000007436955,0.000004816827,0.00004513153,0.0001882533,0.00001031993,0.0004432757],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00151703,"threshold_uncertainty_score":0.00456053,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006136127","doi":"10.1139/t05-075","title":"Debris-flow hazards and related phenomena","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":429,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Debris flow; Geotechnical engineering; Geology; Debris; Forensic engineering; Flow (mathematics); Environmental science; Engineering; Mining engineering; Mechanics; Physics","authors":[{"name":"D. M. Crudën","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004623049300430749,"gpt":0.1909797033820019,"spread":0.1863566540815712,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002829288,0.0002850232,0.0001932736,0.002637939,0.001836536,0.002058664,0.0004224626,0.0006831754,0.01172274],"category_scores_gemma":[0.001314323,0.0001194671,0.0001375077,0.003703357,0.002319918,0.0006589213,0.0004695827,0.000531816,0.0003530145],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008164871,"about_ca_system_score_gemma":0.009122119,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.8363767,"about_ca_topic_score_gemma":0.9324011,"domain_scores_codex":[0.9996911,0.0000277566,0.000009599306,0.00001277574,0.0002073289,0.00005139871],"domain_scores_gemma":[0.9990352,0.0002130354,0.0001109744,0.00003038577,0.0005085188,0.0001018466],"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":[0.0001535846,0.0001959505,0.07161866,0.0009578573,0.0000545324,0.002015358,0.003570355,0.007086248,0.001966173,0.3081851,0.2483547,0.3558414],"study_design_scores_gemma":[0.00001466246,0.00004635098,0.1782583,0.0003816641,0.00004028956,0.0009354703,0.006365523,0.001829718,0.0003731075,0.09242087,0.7192846,0.00004947621],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.1543455,0.1902402,0.005309029,0.05047841,0.003173816,0.0001829905,0.003646339,0.0001384568,0.5924854],"genre_scores_gemma":[0.7503684,0.1371293,0.002075772,0.001709427,0.002223941,0.00003168602,0.001286593,0.00002322144,0.1051517],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8363767,"threshold_uncertainty_score":0.3291739,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2013737272","doi":"10.1139/t03-086","title":"Behaviour of tire shred sand mixtures","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":409,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Dilatant; Shear strength (soil); Direct shear test; Shear (geology); Overburden pressure; Materials science; Triaxial shear test; Shear stress; Composite material; Engineering; Environmental science; Soil water","authors":[{"name":"Jorge G. Zornberg","is_ca":false},{"name":"Alexandre R. Cabral","is_ca":false},{"name":"Chardphoom Viratjandr","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006143544297336451,"gpt":0.1885514658477908,"spread":0.1824079215504543,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003420532,0.0004226623,0.0003173314,0.0006596379,0.0002351755,0.0003442119,0.0002095557,0.0003056236,0.001466921],"category_scores_gemma":[0.000514314,0.00031172,0.0002435849,0.0003527399,0.0003199662,0.0002874761,0.0003010913,0.0003044202,0.0002890266],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002446369,"about_ca_system_score_gemma":0.0001854866,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001702417,"about_ca_topic_score_gemma":0.003803323,"domain_scores_codex":[0.9995466,0.00005599429,0.00004769976,0.00009980804,0.0001908657,0.00005900232],"domain_scores_gemma":[0.9995193,0.00009743059,0.0001453499,0.00003538954,0.0001430323,0.00005945201],"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":[0.0003130967,0.00002326474,0.002816336,0.00004639029,0.00002037092,0.00009674636,0.00007495097,0.0006808242,0.9932707,0.0000175742,0.0000151244,0.002624644],"study_design_scores_gemma":[0.00001103045,0.001076496,0.03012893,0.000009392918,0.00002870604,0.0001507688,0.0001863901,0.002578601,0.9651356,0.00001800334,0.000661271,0.00001478908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987164,0.0001617583,0.0005964317,0.00000714076,0.000001955169,0.00001313293,0.0001030474,0.00002289325,0.000377439],"genre_scores_gemma":[0.9982717,0.0001097107,0.0008919029,0.000008301648,0.000001604765,0.00001202338,0.0001422265,0.00001013133,0.0005523686],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001702417,"threshold_uncertainty_score":0.00490737,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2164376507","doi":"10.1139/t05-064","title":"Dynamic modelling of entrainment in rapid landslides","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":404,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Landslide; Entrainment (biomusicology); Geology; Geotechnical engineering; Terrain; Debris; Rheology; Mechanics; Debris flow; Materials science; Physics","authors":[{"name":"Scott McDougall","is_ca":false},{"name":"Oldrich Hungr","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00880742629186538,"gpt":0.199946441613055,"spread":0.1911390153211896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001324674,0.0004577879,0.0004186476,0.0004100935,0.000386357,0.0007791629,0.0006352107,0.0007352354,0.001328911],"category_scores_gemma":[0.0004990691,0.0003476688,0.0003655372,0.0003198287,0.0005709736,0.0005427175,0.0005001792,0.0004047245,0.0001737001],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007253005,"about_ca_system_score_gemma":0.0006153655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03311533,"about_ca_topic_score_gemma":0.01618314,"domain_scores_codex":[0.9999368,0.0000110478,0.000004459002,0.00001193566,0.00001842809,0.00001728111],"domain_scores_gemma":[0.9998872,0.00004631151,0.00002314916,0.000008628097,0.00001885172,0.00001585945],"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":[0.00001171474,0.00001010099,0.0006574389,0.000007519316,0.000004351423,0.00007341326,0.00003315947,0.995624,0.001498459,0.0009446022,0.00004716531,0.001088031],"study_design_scores_gemma":[0.000004210811,0.000008736578,0.0004090336,0.000001800026,0.000002460822,0.00001819996,0.00001165933,0.9985735,0.000306769,0.0003533399,0.0003067702,0.000003416096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8475372,0.0002618952,0.1403041,0.0001679579,0.00003110122,0.00007750012,0.0003239596,0.0003238992,0.01097243],"genre_scores_gemma":[0.9924654,0.0001727231,0.004117141,0.000009181774,0.000006671791,0.0000380709,0.0000828371,0.00002399515,0.003084176],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03311533,"threshold_uncertainty_score":0.06584513,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099849189","doi":"10.1139/t04-022","title":"Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":402,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Void ratio; Hydraulic conductivity; Logarithm; Chart; Mathematics; Geotechnical engineering; Porosity; Soil science; Statistics; Mathematical analysis; Geology; Soil water","authors":[{"name":"Robert P. Chapuis","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009917713549229547,"gpt":0.2016199792022626,"spread":0.1917022656530331,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009238841,0.0006273973,0.0004725118,0.001148146,0.0001672268,0.0005130219,0.0007222556,0.0005102171,0.0003132987],"category_scores_gemma":[0.003596671,0.0003231714,0.0004133823,0.0005856926,0.000389103,0.001121245,0.0004210536,0.0003289513,0.0003110485],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006213131,"about_ca_system_score_gemma":0.0007118135,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004498021,"about_ca_topic_score_gemma":0.01144196,"domain_scores_codex":[0.9994596,0.00007920457,0.00002928912,0.0001055872,0.0002978492,0.00002853679],"domain_scores_gemma":[0.9980832,0.001148506,0.0003029751,0.0001504118,0.0002711858,0.00004373787],"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":[0.0002996239,0.0001951794,0.2325869,0.0002850762,0.0001692736,0.0001292047,0.0003566543,0.4732712,0.07632958,0.001327064,0.0007841515,0.2142661],"study_design_scores_gemma":[0.0000190792,0.0001841849,0.05321774,0.00002802816,0.00004819427,0.0001172295,0.00007923449,0.8853674,0.05869687,0.000887162,0.001267696,0.00008719917],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7550411,0.0009482414,0.2390898,0.00009592629,0.00002522759,0.00004980693,0.0003739016,0.001519285,0.002856639],"genre_scores_gemma":[0.9508711,0.0004452976,0.04750217,0.00001945411,0.000008139914,0.00003992414,0.0003751127,0.00004731131,0.000691372],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004498021,"threshold_uncertainty_score":0.008943677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1822924132","doi":"10.1139/t11-049","title":"Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":369,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Shanghai Jiao Tong University; National Natural Science Foundation of China","keywords":"Groundwater; Hydrogeology; Aquifer; Hydraulic conductivity; Consolidation (business); Geotechnical engineering; Groundwater flow; Geology; Subsidence; Groundwater model; Compressibility; Hydraulic head; Environmental science; Soil science; Hydrology (agriculture); Soil water; Geomorphology; Mechanics","authors":[{"name":"Shui‐Long Shen","is_ca":false},{"name":"Ye‐Shuang Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03261581263787985,"gpt":0.2421153617292528,"spread":0.209499549091373,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002557849,0.000375481,0.0003095533,0.0005240434,0.0004018076,0.0005127056,0.0003902047,0.0005045814,0.000969964],"category_scores_gemma":[0.0005939244,0.0002569415,0.0003971236,0.0005327612,0.0005330421,0.000312784,0.0003348693,0.000195209,0.00006079131],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001258683,"about_ca_system_score_gemma":0.0006292396,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.05852129,"about_ca_topic_score_gemma":0.0293571,"domain_scores_codex":[0.9999223,0.00001728449,0.000005931824,0.0000102906,0.00001537433,0.00002877294],"domain_scores_gemma":[0.99979,0.00007089024,0.00004201974,0.00001516255,0.00003634935,0.00004550143],"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":[0.00008846532,0.00004054678,0.02887757,0.00002978519,0.00001947763,0.0004873841,0.00007835904,0.9655091,0.002442548,0.0004724902,0.0001424611,0.001811946],"study_design_scores_gemma":[0.00001314712,0.00004551697,0.009094514,0.000003384133,0.00001110222,0.00002491217,0.00006196291,0.9901798,0.0004064272,0.00007941882,0.00007260146,0.00000727304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.99743,0.00003440057,0.001328065,0.00004491423,0.000005214509,0.000005753354,0.00006959875,0.00005153706,0.001030399],"genre_scores_gemma":[0.9995436,0.00001706314,0.0002469785,0.000002615568,7.581077e-7,0.000002385072,0.00003146049,0.000002586126,0.000152566],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05852129,"threshold_uncertainty_score":0.1163613,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2123922382","doi":"10.1139/t04-053","title":"An assessment procedure for glacial hazards in the Swiss Alps","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Cryospheric studies and observations","field":"Earth and Planetary Sciences","cited_by":368,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Glacial period; Glacial lake; Glacier; Freeboard; Debris flow; Debris; Geology; Hazard analysis; Physical geography; Population; Natural hazard; Hydrology (agriculture); Environmental science; Geomorphology; Geography; Geotechnical engineering; Engineering; Oceanography","authors":[{"name":"Christian Huggel","is_ca":false},{"name":"Wilfried Haeberli","is_ca":false},{"name":"Andreas Kääb","is_ca":false},{"name":"Daniel Bieri","is_ca":false},{"name":"Shaun Richardson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01931739806339824,"gpt":0.2745130555716619,"spread":0.2551956575082637,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002214941,0.0006124799,0.0001437877,0.003312432,0.001073472,0.001041807,0.000303604,0.0003743027,0.005668129],"category_scores_gemma":[0.01151595,0.0001823391,0.0004411718,0.001074604,0.0004332491,0.0006567589,0.0007968495,0.0003109755,0.0006079916],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001141692,"about_ca_system_score_gemma":0.002915388,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01711358,"about_ca_topic_score_gemma":0.01962453,"domain_scores_codex":[0.9988249,0.0004137783,0.0001297475,0.0001053959,0.00047363,0.00005245551],"domain_scores_gemma":[0.9956748,0.002143659,0.0004459126,0.0001789712,0.001456493,0.0001001213],"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":[0.0003836616,0.0001545197,0.08182997,0.0003881968,0.0001263126,0.0007598971,0.002651556,0.1087692,0.02057501,0.03575369,0.01220097,0.736407],"study_design_scores_gemma":[0.0001498146,0.0007065383,0.1547575,0.0003295619,0.0001395244,0.001565707,0.002750292,0.7244571,0.0215488,0.03751086,0.05590921,0.0001751063],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1861483,0.0002764605,0.7870668,0.0005499431,0.00004621048,0.002148568,0.002509415,0.001936732,0.01931749],"genre_scores_gemma":[0.5063401,0.0002538845,0.4852842,0.00005285267,0.0000405312,0.001446459,0.001720629,0.00006952243,0.004791779],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01711358,"threshold_uncertainty_score":0.03402799,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2172656646","doi":"10.1139/cgj-2013-0177","title":"Engineering properties and microstructural characteristics of cement-stabilized zinc-contaminated kaolin","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":357,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Cementation (geology); Materials science; Zinc; Cement; Porosimetry; Compressive strength; Scanning electron microscope; Pozzolan; Mineralogy; Composite material; Metallurgy; Porosity; Chemistry; Portland cement; Porous medium","authors":[{"name":"Yan‐Jun Du","is_ca":false},{"name":"Ning‐Jun Jiang","is_ca":false},{"name":"Song-Yu Liu","is_ca":false},{"name":"Fei Jin","is_ca":false},{"name":"Devendra Narain Singh","is_ca":false},{"name":"Anand J. Puppala","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008160262276329688,"gpt":0.1570207510396352,"spread":0.1488604887633055,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001027428,0.0001882969,0.0001117836,0.0004161026,0.0001198279,0.0002419462,0.0001489935,0.000193777,0.0003653149],"category_scores_gemma":[0.0002611106,0.0001077779,0.000130138,0.0002162443,0.0002115749,0.0001658744,0.000132333,0.0001688829,0.00007964551],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001861489,"about_ca_system_score_gemma":0.0001295259,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001246858,"about_ca_topic_score_gemma":0.001992029,"domain_scores_codex":[0.9998571,0.00001626667,0.00001037818,0.00003138718,0.00006576033,0.00001908362],"domain_scores_gemma":[0.9998133,0.00003121551,0.00006703055,0.000009824887,0.00005287621,0.00002586134],"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":[0.00006129294,0.000006411592,0.001327827,0.00001678677,0.000004130763,0.00003404819,0.00001818257,0.0002072185,0.9976857,0.00001966077,0.000003215418,0.0006155974],"study_design_scores_gemma":[0.000002013228,0.0001264251,0.01527548,0.0000019344,0.00001145106,0.0001037968,0.00005664015,0.001066755,0.9829645,0.00001564578,0.0003694138,0.000005890865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987757,0.0001188578,0.0008119023,0.00000429277,0.000001603531,0.000004415668,0.00006408869,0.000008180735,0.0002110558],"genre_scores_gemma":[0.9991616,0.0000688007,0.0003833089,0.000004440825,7.724662e-7,0.000003009786,0.00008889785,0.000004862458,0.0002844384],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001246858,"threshold_uncertainty_score":0.002479196,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2040578841","doi":"10.1139/t99-105","title":"On the thermal consolidation of Boom clay","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":355,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Pore water pressure; Thermal expansion; Oedometer test; Permeability (electromagnetism); Soil water; Materials science; Porosity; Thermal; Water content; Geology; Composite material; Thermodynamics; Soil science; Chemistry","authors":[{"name":"Pierre Delage","is_ca":false},{"name":"Nabil Sultan","is_ca":false},{"name":"Yu Jun Cui","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008457804920262069,"gpt":0.1877774281235429,"spread":0.1793196232032808,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002029425,0.0003021784,0.000229491,0.0003122542,0.0001896295,0.0002965607,0.000189289,0.0001933,0.001539164],"category_scores_gemma":[0.0003332156,0.0001464903,0.0002031606,0.0001864569,0.0004635009,0.0003312489,0.0002212358,0.0003217713,0.000171747],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003361199,"about_ca_system_score_gemma":0.0001205473,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002244198,"about_ca_topic_score_gemma":0.002163916,"domain_scores_codex":[0.9997602,0.00003501397,0.000007962891,0.00005180473,0.0000791956,0.00006579191],"domain_scores_gemma":[0.9998069,0.00007610358,0.00003567832,0.00001660754,0.00004968603,0.00001500672],"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":[0.0001223841,0.00001512857,0.0007772267,0.00005743996,0.000006483489,0.00007840448,0.00007480352,0.0015495,0.9939219,0.0001724495,0.00002133367,0.003203003],"study_design_scores_gemma":[0.000006097931,0.0004557574,0.01378196,0.00001261648,0.00001393275,0.0000908691,0.00009271471,0.007794939,0.97671,0.00009217727,0.0009362507,0.00001255748],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996695,0.0004883218,0.001754154,0.00001206164,0.000006836338,0.00001251306,0.00004452155,0.00001267076,0.0009738929],"genre_scores_gemma":[0.9989593,0.0001936985,0.0003332497,0.000006415445,0.000002976252,0.000003613609,0.00003248054,0.000005111279,0.0004631327],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002244198,"threshold_uncertainty_score":0.005149066,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2049610465","doi":"10.1139/t02-069","title":"A structured Cam Clay model","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":351,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Australian Research Council","keywords":"Geotechnical engineering; Shearing (physics); Critical state soil mechanics; Soil water; Parametric statistics; Soil structure; Clay soil; Plasticity; Calcareous soils; Geology; Constitutive equation; Engineering; Mathematics; Soil science; Materials science; Structural engineering; Statistics; Finite element method","authors":[{"name":"M D Liu","is_ca":false},{"name":"John Carter","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01119383389106224,"gpt":0.1736584588149644,"spread":0.1624646249239022,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001997842,0.0004196753,0.0003332486,0.0006078192,0.0003041359,0.0008819703,0.001260219,0.001088969,0.006623244],"category_scores_gemma":[0.0007872769,0.000194071,0.0004690648,0.0004615082,0.0007093969,0.001018674,0.0006073033,0.0006241624,0.001286011],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005062147,"about_ca_system_score_gemma":0.0006389213,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003722624,"about_ca_topic_score_gemma":0.002452259,"domain_scores_codex":[0.9998285,0.00003400745,0.00000554274,0.00003336438,0.00006612136,0.00003242075],"domain_scores_gemma":[0.9997825,0.00006015155,0.00003250058,0.00003145187,0.00006043474,0.00003300248],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0000775939,0.00007916936,0.0010258,0.0001703141,0.00002406639,0.0005391593,0.0001642983,0.5636433,0.01094099,0.3884207,0.005267164,0.02964757],"study_design_scores_gemma":[0.00001876252,0.00005712784,0.0003751231,0.00003023347,0.00001031862,0.0002408893,0.00003716352,0.9417838,0.0007991187,0.04467291,0.01195948,0.0000150302],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09283007,0.002264678,0.7812883,0.001108385,0.0003108058,0.0001340824,0.0008920603,0.0005868284,0.1205847],"genre_scores_gemma":[0.8904122,0.001578611,0.05931395,0.0002616121,0.0001197152,0.0001664894,0.0004824419,0.0001167096,0.04754821],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006623244,"threshold_uncertainty_score":0.02215695,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2123029684","doi":"10.1139/t07-112","title":"A new modelling approach for unsaturated soils using independent stress variables","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":346,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Soil water; Geotechnical engineering; Slurry; Suction; Hardening (computing); Wetting; Shrinkage; Critical state soil mechanics; Geology; Constitutive equation; Environmental science; Soil science; Materials science; Engineering; Environmental engineering; Composite material; Finite element method; Structural engineering","authors":[{"name":"Daichao Sheng","is_ca":true},{"name":"D. G. Fredlund","is_ca":true},{"name":"Antonio Gens","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03213106250897941,"gpt":0.20977946587027,"spread":0.1776484033612906,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004293353,0.0008970444,0.0005353622,0.001092477,0.0004071103,0.001004863,0.001531176,0.0008792304,0.001427112],"category_scores_gemma":[0.0007024248,0.0003931856,0.0009173983,0.001161693,0.0006097238,0.001549218,0.0009278751,0.0009060019,0.0004892118],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005208835,"about_ca_system_score_gemma":0.0009441418,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002109963,"about_ca_topic_score_gemma":0.002400424,"domain_scores_codex":[0.9997646,0.00004721053,0.00002105988,0.00005842786,0.00008370299,0.00002498274],"domain_scores_gemma":[0.9997858,0.00005751786,0.00004091421,0.00002731724,0.00007257942,0.0000158228],"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":[0.00003235155,0.00007456467,0.001655096,0.0001878543,0.00004836336,0.0002078301,0.0002684348,0.7554255,0.02694916,0.1507277,0.001012947,0.06341023],"study_design_scores_gemma":[0.000005035846,0.00004493819,0.0003325522,0.00002061161,0.000018206,0.00009770379,0.00003575,0.9594371,0.002164503,0.02710392,0.01071041,0.00002921109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.007903254,0.0001585522,0.9889286,0.00006975487,0.00004033243,0.00002527648,0.0001016714,0.000171826,0.002600663],"genre_scores_gemma":[0.50159,0.001859525,0.4822848,0.0001218225,0.0001817337,0.0003843673,0.0003859604,0.0002505533,0.01294131],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002109963,"threshold_uncertainty_score":0.004774153,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2003854306","doi":"10.1139/t05-040","title":"Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":342,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Reinforcement; Structural engineering; Foundation (evidence); Boundary value problem; Constitutive equation; Stress (linguistics); Nonlinear system; Geotextile; Finite element method; Geology; Materials science; Engineering; Mathematics","authors":[{"name":"Kianoosh Hatami","is_ca":false},{"name":"Richard J. Bathurst","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01584373340597953,"gpt":0.21535846796137,"spread":0.1995147345553904,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004388073,0.0005429633,0.000522901,0.0002392786,0.0005117764,0.0006300308,0.001269788,0.001125441,0.001122349],"category_scores_gemma":[0.001137457,0.0004060823,0.0005057732,0.0002449319,0.0007641966,0.0004869321,0.0004693072,0.0006077379,0.0004246354],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006950615,"about_ca_system_score_gemma":0.001561896,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008872529,"about_ca_topic_score_gemma":0.005594775,"domain_scores_codex":[0.9997965,0.00003594913,0.00001271094,0.00002859306,0.00009977027,0.00002646307],"domain_scores_gemma":[0.9997016,0.000109298,0.00003601641,0.00005500694,0.00008039508,0.00001769117],"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":[0.00001147998,0.00002036755,0.0005770844,0.00002232771,0.000005369874,0.00005467543,0.00003739648,0.9838043,0.008604837,0.002652088,0.0001130636,0.004097087],"study_design_scores_gemma":[0.000005402695,0.00001182742,0.0001681372,0.000003844172,0.000001773172,0.00001198169,0.000006966502,0.9964814,0.00231875,0.0003615118,0.0006242485,0.000004082332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1328491,0.0001356534,0.8589371,0.0001185423,0.00004925851,0.0001894755,0.0002525722,0.0009448883,0.00652344],"genre_scores_gemma":[0.7487137,0.0002081429,0.2461433,0.00003170688,0.00001613985,0.0005679393,0.0003394004,0.0001495759,0.003830097],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008872529,"threshold_uncertainty_score":0.01764178,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2044338863","doi":"10.1139/t03-054","title":"A model to predict the water retention curve from basic geotechnical properties","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":339,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Water retention; Water retention curve; Degree of saturation; Soil water; Saturation (graph theory); Porosity; Suction; Water content; Function (biology); Porous medium; Mathematics; Geology; Soil science; Engineering","authors":[{"name":"Michel Aubertin","is_ca":false},{"name":"Mamert Mbonimpa","is_ca":false},{"name":"Bruno Bussière","is_ca":false},{"name":"Robert P. Chapuis","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02309159208900234,"gpt":0.1877111351155438,"spread":0.1646195430265415,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003060869,0.000614123,0.00043694,0.0005222026,0.0003273714,0.0006405245,0.0009985932,0.001104072,0.002463602],"category_scores_gemma":[0.0008638465,0.00026314,0.0004979589,0.0005402819,0.0003963235,0.0008669957,0.0003423913,0.0006889074,0.0007786293],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007975659,"about_ca_system_score_gemma":0.00164516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02305627,"about_ca_topic_score_gemma":0.01488658,"domain_scores_codex":[0.9998897,0.0000138254,0.000007004076,0.0000310784,0.0000431494,0.0000151619],"domain_scores_gemma":[0.9998099,0.00008473476,0.00002427703,0.00001044057,0.00006319013,0.000007485098],"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":[0.00002098559,0.0000377073,0.001443996,0.00009130751,0.0000171297,0.00007633591,0.00005357264,0.9569868,0.004495605,0.009826322,0.001387348,0.02556285],"study_design_scores_gemma":[0.000005037183,0.00001722212,0.000326892,0.000006207629,0.000007655821,0.00002283959,0.000005283002,0.9959858,0.0006159063,0.001804539,0.001196296,0.000006298299],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03321543,0.0002776424,0.9551673,0.00032121,0.00006796209,0.0001484882,0.001066215,0.00138791,0.00834773],"genre_scores_gemma":[0.8279426,0.001160515,0.1473874,0.0001158742,0.00006058685,0.000978679,0.00127086,0.0001338949,0.02094955],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02305627,"threshold_uncertainty_score":0.04584414,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083910000","doi":"10.1139/t10-044","title":"Practical reliability analysis of slope stability by advanced Monte Carlo simulations in a spreadsheet","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":337,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Monte Carlo method; Reliability (semiconductor); Slope stability; Factor of safety; Slip (aerodynamics); Slope stability analysis; Reliability engineering; Stability (learning theory); Geotechnical engineering; Software; Computer science; Statistics; Engineering; Mathematics","authors":[{"name":"Yu Wang","is_ca":false},{"name":"Zi-Jun Cao","is_ca":false},{"name":"Siu‐Kui Au","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007820072684598304,"gpt":0.2361561567607075,"spread":0.2283360840761092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001109155,0.0005831404,0.0004890269,0.0007177127,0.0002913498,0.0005992548,0.0008998313,0.0004837524,0.005600591],"category_scores_gemma":[0.005589442,0.0004073995,0.0003952109,0.0006231353,0.0002239293,0.0006876227,0.0003332432,0.0007400206,0.00107327],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000410297,"about_ca_system_score_gemma":0.0009425567,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003551826,"about_ca_topic_score_gemma":0.002516906,"domain_scores_codex":[0.9995444,0.0001642928,0.00003272031,0.00005286517,0.0001820527,0.00002354684],"domain_scores_gemma":[0.9956493,0.002949537,0.0001911948,0.0004149838,0.0007585954,0.00003644954],"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":[0.00007167806,0.00005287104,0.001269341,0.00007393038,0.00003444455,0.00007117983,0.00008638178,0.9221113,0.005340281,0.01351305,0.001876816,0.05549867],"study_design_scores_gemma":[0.000008210727,0.00001464416,0.0001866181,0.00001023353,0.000007192694,0.00002282089,0.000005522461,0.9937262,0.00206381,0.002483801,0.00146582,0.000005194991],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02432933,0.00004219614,0.9696738,0.000044476,0.00001031281,0.00006835765,0.0001855846,0.002206005,0.003440077],"genre_scores_gemma":[0.2769403,0.0002306189,0.7170494,0.00006673163,0.00002433897,0.000507403,0.0005913327,0.0006049644,0.003984885],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005600591,"threshold_uncertainty_score":0.01873589,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1845406839","doi":"10.1139/cgj-2015-0285","title":"Collapsibility, composition, and microstructure of loess in China","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":336,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Natural Science Foundation of China; Northwestern University; National Science Foundation","keywords":"Silt; Cementation (geology); Loess; Geology; Microstructure; Clay minerals; Calcite; Mineralogy; Expansive clay; Quartz; Oedometer test; Geotechnical engineering; Materials science; Composite material; Cement; Soil water; Geomorphology","authors":[{"name":"Zhen Liu","is_ca":false},{"name":"Fengyin Liu","is_ca":false},{"name":"Fuli Ma","is_ca":false},{"name":"Mei Wang","is_ca":false},{"name":"Xiaohong Bai","is_ca":false},{"name":"Yonglai Zheng","is_ca":false},{"name":"Hang Yin","is_ca":false},{"name":"Guoping Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007629444935019018,"gpt":0.2016716153956479,"spread":0.1940421704606289,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001633605,0.0002168819,0.0002257732,0.00206707,0.0004774345,0.0003792864,0.0001761244,0.0001939156,0.0003530017],"category_scores_gemma":[0.0001761564,0.0001953716,0.0002426711,0.0009323104,0.0004046005,0.0002426188,0.0003644528,0.00009485907,0.00004401251],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006270252,"about_ca_system_score_gemma":0.0002886491,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02917809,"about_ca_topic_score_gemma":0.04490887,"domain_scores_codex":[0.9999013,0.000004780585,0.000007281143,0.00003338566,0.00003464944,0.00001856205],"domain_scores_gemma":[0.9998783,0.00001362704,0.00003666648,0.000005131955,0.00003975363,0.00002637454],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001787912,0.00003466637,0.7515036,0.0001047449,0.0001195839,0.0008070128,0.001662871,0.001099175,0.2344625,0.0001462761,0.00005376287,0.009826995],"study_design_scores_gemma":[0.000001864716,0.00002262858,0.9973468,0.000001675233,0.000008961048,0.00007282853,0.000155691,0.0005706946,0.001702104,0.00001887579,0.00009443786,0.000003497],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998092,0.00002549397,0.00004039879,0.000002253128,1.139216e-7,0.000001368057,0.00003025579,0.000001423778,0.0000894842],"genre_scores_gemma":[0.9995751,0.00003293548,0.00007656949,0.000004663158,9.510914e-7,0.000002169017,0.000135548,0.00000152997,0.0001705172],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02917809,"threshold_uncertainty_score":0.05801648,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2109911508","doi":"10.1139/t02-085","title":"Failure forecast for large rock slides by surface displacement measurements","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":333,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Regione Lombardia","keywords":"Rock mass classification; Creep; Geology; Geotechnical engineering; Displacement (psychology); Nonlinear system; Acceleration; Magnitude (astronomy); Rock mechanics; Materials science","authors":[{"name":"Giovanni B. Crosta","is_ca":false},{"name":"Federico Agliardi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01274803092916869,"gpt":0.2184887489152974,"spread":0.2057407179861287,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000338929,0.0002757664,0.0002352058,0.001151135,0.0001552762,0.0002607367,0.0002363198,0.0003005714,0.0007976499],"category_scores_gemma":[0.001934314,0.0001066673,0.0001465352,0.0005009059,0.0001547008,0.0003654806,0.0001555782,0.0002099343,0.0002834547],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003523464,"about_ca_system_score_gemma":0.0003314242,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01365088,"about_ca_topic_score_gemma":0.0197623,"domain_scores_codex":[0.9998882,0.00001386777,0.000007436544,0.00002351033,0.00004966259,0.00001727705],"domain_scores_gemma":[0.9992347,0.0002844839,0.0002049457,0.00005793912,0.0001691981,0.00004877363],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000359282,0.00008362919,0.5945046,0.00008928622,0.00002986002,0.0002399947,0.0001922198,0.22499,0.02168894,0.0005563538,0.001272569,0.1559934],"study_design_scores_gemma":[0.00001303828,0.0002094438,0.3483538,0.0000144479,0.00001710225,0.00009815533,0.0001473112,0.6409521,0.009071022,0.0004811851,0.0006192891,0.00002314638],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9528052,0.0000736067,0.04514864,0.00003630435,0.000005223124,0.00002936496,0.0004798535,0.0004495282,0.0009723143],"genre_scores_gemma":[0.9949654,0.00003001792,0.004443278,0.000001560038,0.000002499885,0.000008800384,0.0003116386,0.000004518081,0.0002322506],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01365088,"threshold_uncertainty_score":0.02714288,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2133151640","doi":"10.1139/t02-002","title":"Influence of the nature of organic compounds on fine soil stabilization with cement","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":318,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Cement; Organic matter; Soil water; Geotechnical engineering; Compressive strength; Soil organic matter; Chemistry; Materials science; Environmental science; Geology; Soil science; Composite material; Organic chemistry","authors":[{"name":"Hélène Tremblay","is_ca":false},{"name":"Josée Duchesne","is_ca":false},{"name":"Jacques Locat","is_ca":false},{"name":"Serge Leroueil","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008429949118660827,"gpt":0.1997215835423013,"spread":0.1912916344236404,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002307387,0.0003155852,0.0002302197,0.0002325043,0.0002065867,0.0002994527,0.0001183065,0.0002045471,0.00114282],"category_scores_gemma":[0.000617831,0.000125337,0.0001797832,0.0001963668,0.0003110526,0.0001669029,0.0001694259,0.0002292152,0.0001182562],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002872446,"about_ca_system_score_gemma":0.000386793,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00274328,"about_ca_topic_score_gemma":0.005793181,"domain_scores_codex":[0.9997701,0.00006041146,0.00001724563,0.00003648428,0.00005837292,0.00005734328],"domain_scores_gemma":[0.999461,0.0002113491,0.0001387744,0.00002600584,0.00007146899,0.00009131003],"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":[0.0004218717,0.00003719197,0.001008332,0.00006160123,0.00001599805,0.00004244698,0.00002697865,0.0002513852,0.996726,0.00002151439,0.00001133498,0.001375186],"study_design_scores_gemma":[0.000007565712,0.000820135,0.004442492,0.00000342844,0.00002289197,0.00002546383,0.00003133826,0.0001561697,0.9941591,0.00001175976,0.0003158843,0.000003749659],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990779,0.0003083925,0.0002289513,0.00001274091,0.00000473416,0.00001163009,0.00005883074,0.000008218074,0.0002885253],"genre_scores_gemma":[0.9988997,0.0002423134,0.0004235623,0.00001177873,0.000004366831,0.000004930461,0.00005768646,0.000006355798,0.0003492059],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00274328,"threshold_uncertainty_score":0.005454659,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2090667640","doi":"10.1139/t04-082","title":"Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":312,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Hygrometer; Water retention curve; Suction; Water retention; Geotechnical engineering; Isothermal process; Soil water; Relative humidity; Water vapor; Humidity; Environmental chamber; Materials science; Thermodynamics; Soil science; Environmental science; Chemistry; Geology","authors":[{"name":"Anh Minh Tang","is_ca":false},{"name":"Yu-Jun Cui","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00951787651953534,"gpt":0.1854297235293495,"spread":0.1759118470098142,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003855919,0.0003796447,0.0002201059,0.0004292189,0.0002310603,0.0002074655,0.0002786206,0.0002339122,0.0004642088],"category_scores_gemma":[0.0004936233,0.0001809335,0.0001951052,0.00034739,0.0003729044,0.0002859301,0.000190969,0.0003434329,0.0001261666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002372194,"about_ca_system_score_gemma":0.0001762067,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001770263,"about_ca_topic_score_gemma":0.004204667,"domain_scores_codex":[0.9997669,0.00003701293,0.00001500462,0.00005071811,0.0001069177,0.00002349008],"domain_scores_gemma":[0.9997066,0.0001237129,0.00007907061,0.00002496014,0.0000529608,0.00001284917],"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":[0.0000330343,0.000006280954,0.0004507836,0.00003548362,0.000003404178,0.00001431954,0.00004720947,0.00008863797,0.9956707,0.00003169548,0.000008118954,0.003610364],"study_design_scores_gemma":[0.000002945867,0.0001651727,0.004379251,0.000002263105,0.000008499902,0.00006799431,0.00002415478,0.000890385,0.9941418,0.00001913018,0.0002896066,0.000008737778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9734026,0.0009532597,0.02470657,0.00003836897,0.0000159323,0.00003730431,0.0001067527,0.0001056635,0.0006335992],"genre_scores_gemma":[0.9829767,0.0006876141,0.01550451,0.00001488099,0.000006717079,0.00003018107,0.00007186104,0.00001628996,0.0006912898],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001770263,"threshold_uncertainty_score":0.003519893,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2089805462","doi":"10.1139/t02-047","title":"Estimating liquefaction-induced ground settlements from CPT for level ground","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":309,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"University of Alberta; Tulane University; University of Southern California","keywords":"Liquefaction; Human settlement; Geotechnical engineering; Geology; Environmental science; Engineering; Waste management","authors":[{"name":"G Zhang","is_ca":false},{"name":"P. K. Robertson","is_ca":false},{"name":"R.W.I. Brachman","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04056392692115498,"gpt":0.2284345578118379,"spread":0.187870630890683,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003636865,0.0004627985,0.0002861499,0.001845535,0.0002122898,0.0003815375,0.000433322,0.000249005,0.001397438],"category_scores_gemma":[0.002511399,0.000191823,0.000183629,0.00123686,0.0001696838,0.0004650718,0.0003792683,0.0002787707,0.00039991],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005432638,"about_ca_system_score_gemma":0.00037833,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007550899,"about_ca_topic_score_gemma":0.01737402,"domain_scores_codex":[0.9996706,0.00005245839,0.00002224898,0.00004023694,0.0001961584,0.00001825615],"domain_scores_gemma":[0.9988021,0.0003163234,0.00027645,0.00009212474,0.0004599456,0.00005304536],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0003847989,0.0001950704,0.3508852,0.0003714321,0.000105095,0.0004945432,0.0003937127,0.2472885,0.08086184,0.0008375607,0.001063816,0.3171184],"study_design_scores_gemma":[0.00003032881,0.0003857115,0.3033883,0.000044146,0.00006254655,0.0005357582,0.0002736912,0.6522056,0.04047026,0.0008280388,0.001705856,0.00006979927],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8092043,0.00008060109,0.1858447,0.00002811542,0.00001368134,0.00009649686,0.001807181,0.0005111475,0.002413869],"genre_scores_gemma":[0.9526798,0.00006293022,0.04519543,0.000005110648,0.000005019553,0.00006060315,0.001321461,0.00001915617,0.0006505472],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007550899,"threshold_uncertainty_score":0.01501387,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2144869169","doi":"10.1139/t02-090","title":"An overview of soil heterogeneity: quantification and implications on geotechnical field problems","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":303,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geostatistics; Random field; Probabilistic logic; Geotechnical investigation; Foundation (evidence); Permeability (electromagnetism); Spatial variability; Field (mathematics); Settlement (finance); Monte Carlo method; Civil engineering; Engineering; Geology; Computer science; Mathematics; Geography","authors":[{"name":"Tamer Elkateb","is_ca":false},{"name":"Rick Chalaturnyk","is_ca":false},{"name":"P. K. Robertson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03336094921746279,"gpt":0.259882144369765,"spread":0.2265211951523022,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002386052,0.001097912,0.001672926,0.003404703,0.0006452937,0.002821001,0.001224527,0.002011079,0.001288879],"category_scores_gemma":[0.003500838,0.0005498907,0.001035209,0.005445859,0.002194915,0.002359932,0.001050451,0.001207335,0.000360494],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001881429,"about_ca_system_score_gemma":0.001629652,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009023425,"about_ca_topic_score_gemma":0.007870043,"domain_scores_codex":[0.9985171,0.0005612302,0.0001137056,0.0001754174,0.0005332002,0.00009948431],"domain_scores_gemma":[0.9971674,0.002078864,0.0001970189,0.00009438054,0.0003936343,0.00006874351],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","study_design_scores_codex":[0.00003828633,0.0000800945,0.004243876,0.002005939,0.0001178707,0.0005498715,0.0002989296,0.3241291,0.001548134,0.3799433,0.009769077,0.2772757],"study_design_scores_gemma":[0.0000158043,0.0001173544,0.004130018,0.0008655436,0.0001043471,0.000868951,0.0003953716,0.2418722,0.001046874,0.6719133,0.07854377,0.0001264676],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.009407041,0.140771,0.8326344,0.002650899,0.0003609504,0.00008570576,0.0002534234,0.0001218582,0.01371475],"genre_scores_gemma":[0.3110363,0.3524492,0.3237143,0.001114106,0.002952432,0.0002909395,0.0004349716,0.00009627373,0.007911426],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009023425,"threshold_uncertainty_score":0.01794183,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2161410938","doi":"10.1139/t02-113","title":"Shallow landsliding, root reinforcement, and the spatial distribution of trees in the Oregon Coast Range","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":302,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Landslide; Fault scarp; Geology; Vegetation (pathology); Range (aeronautics); Slope stability; Spatial distribution; Hydrology (agriculture); Geomorphology; Geotechnical engineering; Paleontology","authors":[{"name":"Kevin M. Schmidt","is_ca":false},{"name":"J. D. Stock","is_ca":false},{"name":"W. E. Dietrich","is_ca":false},{"name":"David R. Montgomery","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01008782944064806,"gpt":0.1988341451183804,"spread":0.1887463156777323,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001178894,0.00007513463,0.00008412133,0.0005953327,0.0002727071,0.0004146253,0.0001561691,0.0001008962,0.001018664],"category_scores_gemma":[0.000565197,0.00008180965,0.00006510536,0.0005133917,0.0002850186,0.0002395324,0.0002533362,0.0001557765,0.0001047215],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003147166,"about_ca_system_score_gemma":0.0001478368,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01989455,"about_ca_topic_score_gemma":0.08988673,"domain_scores_codex":[0.9999402,0.000005959465,0.000005929736,0.00001932163,0.00001892237,0.000009651189],"domain_scores_gemma":[0.9995098,0.00007787946,0.0002518926,0.00002574327,0.00007363662,0.00006109717],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00001682767,0.00001092724,0.9952618,0.000005178752,0.000008904208,0.00004709499,0.0002259829,0.0001192627,0.001247267,0.00002446051,0.00003647141,0.002995746],"study_design_scores_gemma":[6.938382e-7,0.000007928172,0.9992483,0.000004940699,0.000003479941,0.00004704403,0.0002320297,0.0002524596,0.00009005141,0.00002225513,0.00008944031,0.000001260287],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995397,0.00002464492,0.00004756534,0.000006023047,2.265795e-7,0.00000101127,0.00007974764,0.000002690792,0.0002985212],"genre_scores_gemma":[0.9996096,0.00003164007,0.00008904932,0.000002442495,6.737782e-7,0.000001944576,0.0001284109,0.000001338606,0.0001347589],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01989455,"threshold_uncertainty_score":0.03955746,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2018668738","doi":"10.1139/t07-040","title":"Colloquium 2004: Hydrogeotechnical properties of hard rock tailings from metal mines and emerging geoenvironmental disposal approaches","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":301,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Mining engineering; Environmental science; Geology; Waste management; Geotechnical engineering; Engineering; Metallurgy; Materials science","authors":[{"name":"Bruno Bussière","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01858964836576273,"gpt":0.1752438329755666,"spread":0.1566541846098039,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001224587,0.001258896,0.0006410854,0.002953269,0.0009577948,0.002315362,0.001808404,0.001357884,0.02083616],"category_scores_gemma":[0.001026497,0.0003983587,0.0005176979,0.002594796,0.0009244361,0.00155269,0.001216003,0.001170937,0.00528839],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003435752,"about_ca_system_score_gemma":0.001777035,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01571194,"about_ca_topic_score_gemma":0.03779329,"domain_scores_codex":[0.9992566,0.00007325847,0.00006208719,0.0001541186,0.0003666212,0.00008729212],"domain_scores_gemma":[0.9988499,0.00009035152,0.00008300513,0.0001104985,0.0007765326,0.00008974113],"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":[0.0003863514,0.0002584667,0.007098724,0.001772333,0.00009161478,0.000646413,0.0006291025,0.005293784,0.04416271,0.01789284,0.2362886,0.685479],"study_design_scores_gemma":[0.00001313165,0.0002678332,0.01185724,0.0004319936,0.00004727681,0.0009319803,0.0002748172,0.002944684,0.02290183,0.005386367,0.9548668,0.00007611843],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.07389015,0.4258311,0.08984638,0.01954848,0.03959803,0.0003943398,0.002506138,0.0009530723,0.3474324],"genre_scores_gemma":[0.2268618,0.1749113,0.02647911,0.001485934,0.01000325,0.000186919,0.003769794,0.0005225288,0.5557795],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02083616,"threshold_uncertainty_score":0.06970388,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099112609","doi":"10.1139/t02-049","title":"Use of the grain-size distribution for estimation of the soil-water characteristic curve","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":300,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Soil water; Particle-size distribution; Geotechnical engineering; Grain size; Soil gradation; Permeability (electromagnetism); Soil science; Atterberg limits; Environmental science; Materials science; Mathematics; Geology; Particle size; Composite material","authors":[{"name":"M. D. Fredlund","is_ca":false},{"name":"G. Ward Wilson","is_ca":false},{"name":"D. G. Fredlund","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01653153851897516,"gpt":0.1897015110161926,"spread":0.1731699724972174,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007788275,0.0002248842,0.0002651057,0.00254074,0.000188715,0.0003090406,0.000422185,0.0002373052,0.0007805285],"category_scores_gemma":[0.004989442,0.0001082876,0.0001532663,0.001385174,0.0002577161,0.0006476109,0.0002002762,0.0001792977,0.0003307668],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004664791,"about_ca_system_score_gemma":0.0004667884,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006442848,"about_ca_topic_score_gemma":0.01015074,"domain_scores_codex":[0.9996781,0.00006260187,0.00001672319,0.0000668267,0.000159664,0.00001610467],"domain_scores_gemma":[0.997682,0.001247888,0.0003331119,0.0002288068,0.0004715995,0.00003656139],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002871654,0.00006985512,0.1293901,0.0003098674,0.0000899161,0.0001414494,0.0002434623,0.07049822,0.07253977,0.003756997,0.001251614,0.7214216],"study_design_scores_gemma":[0.00003504804,0.0002413701,0.1746217,0.00004417186,0.00005644971,0.000439263,0.0001100822,0.6906102,0.1245775,0.003315469,0.005840135,0.0001086116],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2697711,0.0004225517,0.7251878,0.0000369167,0.000009839164,0.00007673839,0.001508083,0.001456448,0.001530501],"genre_scores_gemma":[0.8410449,0.0002216984,0.1570535,0.000008736258,0.000005912849,0.00006809481,0.001057145,0.00005506151,0.0004848489],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006442848,"threshold_uncertainty_score":0.01281071,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2157485734","doi":"10.1139/t07-070","title":"A particulate-scale investigation of cemented sand behavior","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":294,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Hong Kong University of Science and Technology","keywords":"Discrete element method; Geotechnical engineering; Cementation (geology); Breakage; Shearing (physics); Materials science; Cement; Void ratio; Porosity; Composite material; Geology; Mechanics","authors":[{"name":"Yu-Hsing Wang","is_ca":false},{"name":"Shun Cheong Leung","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01778182850562956,"gpt":0.2003376514389685,"spread":0.1825558229333389,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006445168,0.0001913765,0.0001481153,0.000274799,0.0001718866,0.0001790682,0.0001840882,0.000187509,0.0009852697],"category_scores_gemma":[0.0001632943,0.00009626833,0.0001198843,0.0001632597,0.0002084921,0.0002080336,0.0001515435,0.0001821539,0.0001358323],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001391212,"about_ca_system_score_gemma":0.0001176009,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001453156,"about_ca_topic_score_gemma":0.002273349,"domain_scores_codex":[0.9999583,0.000003724977,0.000002099033,0.000008514172,0.00002075904,0.000006647877],"domain_scores_gemma":[0.9999067,0.00002727566,0.00001603198,0.0000165778,0.00002227173,0.00001116915],"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":[0.0000648551,0.00004721419,0.004716207,0.00006799493,0.000009744203,0.0002049397,0.0000520177,0.01174496,0.9776492,0.0003226296,0.0000308014,0.005089395],"study_design_scores_gemma":[0.0000106541,0.000314409,0.03313405,0.000007019294,0.00001951179,0.0003152228,0.0001408704,0.193127,0.7712163,0.0002710682,0.001424539,0.00001929915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9888377,0.0000728135,0.009878149,0.00001080307,0.000005795133,0.00001488588,0.00009292946,0.0001271383,0.000959745],"genre_scores_gemma":[0.9966143,0.00004991634,0.002972029,0.000002759137,9.623921e-7,0.000005254329,0.00006393024,0.000005230521,0.000285552],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001453156,"threshold_uncertainty_score":0.003296018,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2021663854","doi":"10.1139/t05-071","title":"A study of hysteresis models for soil-water characteristic curves","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":291,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Hysteresis; Boundary (topology); Wetting; Water retention curve; Curve fitting; Geotechnical engineering; Soil water; Mathematics; Soil science; Materials science; Geology; Water retention; Mathematical analysis; Statistics; Physics","authors":[{"name":"Hung Q. Pham","is_ca":false},{"name":"D. G. Fredlund","is_ca":false},{"name":"S. Lee Barbour","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02031858270708424,"gpt":0.2164400822279696,"spread":0.1961214995208853,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001025489,0.0005193648,0.0005795609,0.0009976916,0.00029445,0.0006989337,0.001049803,0.0006842323,0.001696435],"category_scores_gemma":[0.004474525,0.0002934184,0.0007908405,0.0009236236,0.0005908459,0.001372775,0.0002887207,0.0007883804,0.0003591661],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000828698,"about_ca_system_score_gemma":0.0005630849,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00312176,"about_ca_topic_score_gemma":0.0013885,"domain_scores_codex":[0.9996364,0.0001018431,0.00001458099,0.00005160154,0.0001633794,0.00003215908],"domain_scores_gemma":[0.9985581,0.001063759,0.0000810959,0.00007871254,0.0001969514,0.00002137586],"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":[0.00005202634,0.00006948057,0.002056297,0.0004676573,0.00005927976,0.0002513947,0.0002625683,0.6715332,0.007122723,0.2244878,0.00245741,0.09118026],"study_design_scores_gemma":[0.000005253855,0.00005195957,0.0005942252,0.00004837321,0.00001429664,0.0001599625,0.0000245266,0.9491199,0.001505977,0.04142134,0.007034245,0.00001995308],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02765826,0.006646088,0.952619,0.0001898194,0.00009354344,0.00008483828,0.0001244575,0.0003606729,0.01222329],"genre_scores_gemma":[0.9055147,0.007188479,0.07717541,0.00008481232,0.0001506034,0.0002478807,0.0002262892,0.0001344626,0.009277298],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00312176,"threshold_uncertainty_score":0.006207168,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2073846862","doi":"10.1139/t99-111","title":"A thermomechanical model for saturated clays","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":291,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Thermomechanical analysis; Constitutive equation; Hardening (computing); Stress path; Plasticity; Critical state soil mechanics; Materials science; Soil water; Thermal; Thermal expansion; Geology; Composite material; Structural engineering; Engineering; Thermodynamics; Finite element method; Soil science","authors":[{"name":"Yu Jun Cui","is_ca":false},{"name":"Nabil Sultan","is_ca":false},{"name":"Pierre Delage","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01303295088178186,"gpt":0.2006697385069316,"spread":0.1876367876251498,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002174256,0.0007007853,0.0005654085,0.0007320333,0.0005127378,0.0009015434,0.001429167,0.001515578,0.003769695],"category_scores_gemma":[0.0005169009,0.0004006695,0.0008777907,0.000552672,0.0008868322,0.0009066996,0.0006080354,0.0008210955,0.0008685151],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007974693,"about_ca_system_score_gemma":0.00118299,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0146236,"about_ca_topic_score_gemma":0.007329874,"domain_scores_codex":[0.9998661,0.00002175783,0.000008433951,0.00002827145,0.00004944539,0.00002588393],"domain_scores_gemma":[0.9998728,0.00003437823,0.00002333742,0.00001330109,0.00004081578,0.00001537627],"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":[0.00001216539,0.00001997617,0.0002714272,0.000054899,0.000009892544,0.0001146606,0.00005646375,0.9490846,0.006734729,0.03853111,0.0004295558,0.004680501],"study_design_scores_gemma":[0.000005572842,0.00001356005,0.0001626736,0.000006861292,0.000005667543,0.00005416686,0.00001038995,0.9908594,0.0004188971,0.005441962,0.00301271,0.000008179377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07091278,0.001731256,0.8839958,0.0006997514,0.0002236802,0.0002021825,0.001015915,0.0006984054,0.04052026],"genre_scores_gemma":[0.8897486,0.002073373,0.05749562,0.0001743929,0.0001404842,0.0005096705,0.0004977686,0.0002229288,0.04913723],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0146236,"threshold_uncertainty_score":0.02907699,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046757281","doi":"10.1139/t06-052","title":"The ultimate pullout capacity of anchors in frictional soils","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":291,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Limit analysis; Finite element method; Geotechnical engineering; Upper and lower bounds; Displacement (psychology); Structural engineering; Numerical analysis; Limit (mathematics); Safety factor; Ultimate load; Factor of safety; Engineering; Geology; Mathematics; Mathematical analysis","authors":[{"name":"R. S. Merifield","is_ca":false},{"name":"Scott W. Sloan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006353471111786464,"gpt":0.1738567542173803,"spread":0.1675032831055938,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005548162,0.0004019241,0.0002961917,0.001804417,0.0002687274,0.0005801241,0.0005469903,0.0004659853,0.001564407],"category_scores_gemma":[0.003929425,0.0002405495,0.0001966852,0.000530481,0.00114447,0.001049342,0.0007323383,0.0002391842,0.0004218068],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003278827,"about_ca_system_score_gemma":0.0002599318,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001118973,"about_ca_topic_score_gemma":0.001133904,"domain_scores_codex":[0.9997131,0.00002735812,0.00001767866,0.00004584507,0.0001532087,0.00004280576],"domain_scores_gemma":[0.9988189,0.000666288,0.0002119629,0.00008567304,0.0001717673,0.00004537382],"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":[0.0004198216,0.00007984593,0.03433266,0.0004091311,0.00005220159,0.0009909953,0.0007402398,0.615016,0.2319122,0.03359347,0.0004399046,0.08201356],"study_design_scores_gemma":[0.0000280283,0.0003015068,0.0281473,0.00007540452,0.00003145338,0.0005934183,0.0005358534,0.7927403,0.1542481,0.02060631,0.002612022,0.0000803613],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8864091,0.0003005424,0.1075142,0.000033743,0.000008207622,0.00001425749,0.0001345437,0.0002248621,0.005360527],"genre_scores_gemma":[0.9965457,0.00009847795,0.002815803,0.000002370383,0.000001700262,0.000008258355,0.00005046771,0.0000116756,0.0004655466],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001804417,"threshold_uncertainty_score":0.005233467,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2125945977","doi":"10.1139/t02-087","title":"Field and monitoring data of debris-flow events in the Swiss Alps","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":290,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Vedecká Grantová Agentúra MŠVVaŠ SR a SAV","keywords":"Debris flow; Geophone; Debris; Geology; Bedrock; Flow (mathematics); Remote sensing; Geomorphology; Seismology","authors":[{"name":"Marcel Hürlimann","is_ca":false},{"name":"Dieter Rickenmann","is_ca":false},{"name":"Christoph Graf","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01848611179652782,"gpt":0.2423051940234949,"spread":0.2238190822269671,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003277973,0.0002439159,0.0001653891,0.00216064,0.0004593009,0.0003165347,0.0001444427,0.0002356594,0.0009082326],"category_scores_gemma":[0.0007414836,0.00008409502,0.0001310725,0.001589011,0.0002968812,0.0001898513,0.0001583359,0.0001172427,0.0001295598],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006190835,"about_ca_system_score_gemma":0.0006534645,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04338855,"about_ca_topic_score_gemma":0.06628063,"domain_scores_codex":[0.9997465,0.00003049606,0.0000138928,0.00003228967,0.0001462406,0.00003057154],"domain_scores_gemma":[0.9993007,0.0001285808,0.00017379,0.0000435608,0.0002746511,0.00007856746],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001265238,0.000343339,0.7636065,0.0003406438,0.0001325303,0.001855558,0.002034354,0.03922819,0.1005321,0.0005257989,0.002628382,0.08750736],"study_design_scores_gemma":[0.0000428192,0.0002260326,0.9814641,0.00001369592,0.00002338413,0.0001820197,0.0002335693,0.009625202,0.00484573,0.00007577679,0.003249651,0.00001814968],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9966673,0.0000861221,0.000814396,0.00002173576,0.000002439648,0.00002138115,0.001367077,0.00006247103,0.0009568862],"genre_scores_gemma":[0.9948822,0.0001041827,0.001317539,0.000006373699,0.000009754509,0.00003682265,0.003339884,0.000004785541,0.0002985245],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04338855,"threshold_uncertainty_score":0.086272,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2032698888","doi":"10.1139/t04-101","title":"Response of a residual soil slope to rainfall","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":282,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Infiltration (HVAC); Surface runoff; Water table; Hydrology (agriculture); Pore water pressure; Landslide; Environmental science; Soil water; Soil science; Rainwater harvesting; Geology; Residual; Geotechnical engineering; Groundwater","authors":[{"name":"Harianto Rahardjo","is_ca":false},{"name":"T T Lee","is_ca":false},{"name":"Eng‐Choon Leong","is_ca":false},{"name":"R. B. Rezaur","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007152186363433722,"gpt":0.2148087715162849,"spread":0.2076565851528512,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009413368,0.0001844469,0.0002250965,0.0001464306,0.00009361494,0.000369492,0.0001361076,0.0002323614,0.001015099],"category_scores_gemma":[0.0004013928,0.0001017039,0.0001734249,0.0002229767,0.0001190339,0.00009967203,0.0002360622,0.0002143545,0.0002860572],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001405602,"about_ca_system_score_gemma":0.0001219703,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003238008,"about_ca_topic_score_gemma":0.002103526,"domain_scores_codex":[0.9998778,0.00001410811,0.00001041299,0.00003601245,0.00003007183,0.00003160596],"domain_scores_gemma":[0.999671,0.00005156598,0.00008595736,0.00004504391,0.00009578415,0.00005067786],"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":[0.001110626,0.0001328195,0.3615352,0.000110722,0.000148632,0.001003179,0.0003281671,0.01015745,0.6107448,0.00008781473,0.0002978954,0.01434277],"study_design_scores_gemma":[0.00002050511,0.0007303331,0.9679473,0.000007566841,0.00003267995,0.0002789817,0.0003107532,0.008271761,0.02171508,0.00004913642,0.0006202129,0.00001568272],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993824,0.00001934927,0.000108244,0.000004762291,0.000001664086,0.000003992987,0.0001142765,0.00001670672,0.0003486341],"genre_scores_gemma":[0.9996203,0.00001640983,0.00003992336,0.000005612477,6.691378e-7,0.000002046256,0.0001595958,0.000002766314,0.0001526656],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003238008,"threshold_uncertainty_score":0.006438375,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2139343946","doi":"10.1139/t08-110","title":"Characterization of dual-structure pore-size distribution of soil","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":276,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Porosity; Compaction; Void ratio; Porosimetry; Materials science; Soil structure; Hydraulic conductivity; Wetting; Macropore; Compressibility; Saturation (graph theory); Geotechnical engineering; Scanning electron microscope; Composite material; Permeability (electromagnetism); Soil water; Mineralogy; Porous medium; Geology; Soil science; Mesoporous material; Chemistry; Thermodynamics; Membrane","authors":[{"name":"Xu Li","is_ca":false},{"name":"Limin Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004069025809633728,"gpt":0.1764578651747927,"spread":0.172388839365159,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001641615,0.0001307061,0.0001899802,0.001093204,0.0001386253,0.0001820539,0.0001818946,0.0001754312,0.0003438644],"category_scores_gemma":[0.0004008262,0.00008120107,0.0000978215,0.0003511528,0.0001920168,0.0003195038,0.0001069384,0.000160807,0.00006950169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002118038,"about_ca_system_score_gemma":0.0001800108,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003300908,"about_ca_topic_score_gemma":0.00398816,"domain_scores_codex":[0.9999026,0.000004747326,0.000003854781,0.00002836382,0.00004114489,0.00001932599],"domain_scores_gemma":[0.9997739,0.00006544319,0.00005000082,0.00001043945,0.00007169537,0.00002844533],"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":[0.00005222113,0.00002103162,0.00801798,0.00005483976,0.000005341592,0.00006125792,0.00006086863,0.0007343034,0.9836699,0.0001833467,0.00002785246,0.007111067],"study_design_scores_gemma":[0.00001148541,0.0003270097,0.1781746,0.00001093978,0.00002204733,0.0006252582,0.0001588633,0.03531433,0.7833877,0.0004155312,0.001518973,0.00003329781],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9902211,0.0002524493,0.008737349,0.00000967402,0.000002379302,0.00001797341,0.0003556308,0.00004986005,0.0003534978],"genre_scores_gemma":[0.9968883,0.000119969,0.002588936,0.000005073258,0.000001677258,0.00001048122,0.0002056886,0.000004985862,0.0001749139],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003300908,"threshold_uncertainty_score":0.006563365,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2139806370","doi":"10.1139/t06-040","title":"Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":271,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Direct shear test; Geology; Shear (geology); Shear strength (soil); Shear stress; Cementation (geology); Materials science; Soil water; Composite material; Soil science","authors":[{"name":"Tom Lunne","is_ca":false},{"name":"Toralv Berre","is_ca":false},{"name":"Knut H. Andersen","is_ca":false},{"name":"Stein Strandvik","is_ca":false},{"name":"Morten Sjursen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004114578062826875,"gpt":0.1733592697340943,"spread":0.1692446916712675,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009732799,0.0003755014,0.0004009265,0.0004389759,0.0003510552,0.000399984,0.000258338,0.0002948137,0.0009492687],"category_scores_gemma":[0.002545341,0.0003224488,0.000218833,0.0007113388,0.0007535958,0.0002601884,0.0004376714,0.0004052086,0.0001601063],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003999033,"about_ca_system_score_gemma":0.0003137014,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003484709,"about_ca_topic_score_gemma":0.009552959,"domain_scores_codex":[0.9988062,0.0001623662,0.0001389978,0.0002133224,0.0005885107,0.00009059002],"domain_scores_gemma":[0.9978991,0.0007089885,0.0005189326,0.0002940612,0.0004554165,0.0001236184],"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":[0.001010027,0.00008366299,0.03614008,0.0001249508,0.00005867617,0.0001725808,0.0005109517,0.001279709,0.9506825,0.00004910935,0.00004251706,0.009845298],"study_design_scores_gemma":[0.00002154391,0.001576407,0.1568468,0.00001456201,0.00006455156,0.0003299259,0.0002338089,0.001912612,0.8378175,0.0000399755,0.001118276,0.00002392959],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997689,0.000232506,0.001726036,0.000006743284,0.00000623395,0.00001586711,0.0001057967,0.00002041149,0.000197436],"genre_scores_gemma":[0.9975198,0.0001329334,0.001840358,0.00001588769,0.00000275538,0.00001761435,0.0002256825,0.00001692819,0.0002280309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003484709,"threshold_uncertainty_score":0.006928802,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2052703754","doi":"10.1139/t08-064","title":"On equivalent granular void ratio and steady state behaviour of loose sand with fines","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":269,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Void ratio; Void (composites); Geotechnical engineering; Mathematics; Mechanics; Materials science; Geology; Physics","authors":[{"name":"Md Mizanur Rahman","is_ca":false},{"name":"S. R. Lo","is_ca":false},{"name":"C. T. Gnanendran","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009560729234721864,"gpt":0.1840262807232962,"spread":0.1744655514885743,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003965552,0.0001369346,0.0002738321,0.001087093,0.000215341,0.0002903139,0.0002731289,0.0002155579,0.0007666788],"category_scores_gemma":[0.001839015,0.0001431004,0.0002094078,0.0004432774,0.0006844296,0.0004877641,0.00022081,0.0002077297,0.0001297687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003688095,"about_ca_system_score_gemma":0.0001700281,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005569526,"about_ca_topic_score_gemma":0.00476051,"domain_scores_codex":[0.999845,0.00001849245,0.00001074333,0.00003553292,0.00006136114,0.00002878232],"domain_scores_gemma":[0.9990262,0.0005104349,0.0001833693,0.00008199492,0.0001469389,0.00005097963],"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":[0.001627284,0.0006246892,0.1171983,0.0002499909,0.00009399555,0.001268069,0.0007546186,0.274269,0.50704,0.008500987,0.000520752,0.08785228],"study_design_scores_gemma":[0.00002114564,0.0004733202,0.181786,0.0000246531,0.00003554322,0.0003268117,0.0002253123,0.6870713,0.1262844,0.003207908,0.0004698939,0.00007362696],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9932929,0.00009387451,0.005706315,0.00001534505,0.000003057247,0.000006612393,0.00003558412,0.00003454178,0.0008117433],"genre_scores_gemma":[0.9994505,0.00003026216,0.0003868929,0.000002158973,8.627278e-7,0.000001470184,0.00002105345,0.000003158819,0.000103689],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005569526,"threshold_uncertainty_score":0.01107419,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1968724959","doi":"10.1139/cgj-2014-0359","title":"Intense rockburst impacts in deep underground construction and their prevention","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":267,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Excavation; Rock mass classification; Spall; Geotechnical engineering; Mining engineering; Rock blasting; Explosive material; Geology; Rock burst; Three gorges; Engineering; Coal mining; Archaeology; Coal","authors":[{"name":"Alejandro Mazaira","is_ca":false},{"name":"Petr Koníček","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01900285308384344,"gpt":0.2145163828799413,"spread":0.1955135297960978,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002712392,0.0003587671,0.0002111835,0.0007041174,0.0003756616,0.0004828964,0.0007007095,0.0005676181,0.002179304],"category_scores_gemma":[0.0009373236,0.000230176,0.0002223576,0.0004601567,0.0004220693,0.0003400923,0.001199943,0.0002810021,0.0003099095],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005040663,"about_ca_system_score_gemma":0.0008852109,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01024095,"about_ca_topic_score_gemma":0.02590175,"domain_scores_codex":[0.9996002,0.00004704103,0.00001835269,0.00003075556,0.0001959454,0.0001077568],"domain_scores_gemma":[0.9994015,0.00008001731,0.0002794906,0.00003199614,0.0001082022,0.00009884364],"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":[0.0005170105,0.0007771128,0.4084487,0.001054198,0.00005615033,0.005815928,0.002434761,0.03558446,0.03015029,0.004906473,0.002545308,0.5077097],"study_design_scores_gemma":[0.00002840768,0.001212753,0.9230152,0.0007685996,0.00008429079,0.003983221,0.005700475,0.02765317,0.01090807,0.004610871,0.02197053,0.00006434283],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9680647,0.004422962,0.01417172,0.0003875356,0.00003694577,0.00009561806,0.0001270564,0.000118459,0.01257493],"genre_scores_gemma":[0.9944463,0.001978403,0.00157243,0.00002112008,0.000009675575,0.00001128541,0.00004834587,0.000008676438,0.001903804],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01024095,"threshold_uncertainty_score":0.02036268,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2571310537","doi":"10.1139/cgj-2016-0356","title":"Cyclic lateral response and failure mechanisms of semi-rigid pile in soft clay: centrifuge tests and numerical modelling","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":262,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Pile; Centrifuge; Geotechnical engineering; Stiffness; Pile cap; Geology; Rigidity (electromagnetism); Wedge (geometry); Flow (mathematics); Mechanism (biology); Flexural rigidity; Structural engineering; Engineering; Mechanics; Geometry; Mathematics","authors":[{"name":"Yi Hong","is_ca":false},{"name":"Baonan He","is_ca":false},{"name":"L.Z. Wang","is_ca":false},{"name":"Zijian Wang","is_ca":false},{"name":"C.W.W. Ng","is_ca":false},{"name":"David Maš́ın","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008627553489772576,"gpt":0.1992020076826557,"spread":0.1905744541928832,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002002119,0.0003998842,0.0002599501,0.0007876753,0.0002040556,0.0003316193,0.0006098729,0.0007620978,0.0009122481],"category_scores_gemma":[0.000442373,0.0002105301,0.0005030456,0.000385491,0.000552416,0.0002508838,0.0002947235,0.000222643,0.0001543156],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003716273,"about_ca_system_score_gemma":0.0002887151,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004532274,"about_ca_topic_score_gemma":0.003460513,"domain_scores_codex":[0.9998921,0.00001345226,0.00000933355,0.00001705456,0.00003887563,0.00002923553],"domain_scores_gemma":[0.9997873,0.00007997388,0.00005734979,0.00002936869,0.00002774429,0.00001835166],"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":[0.0003119076,0.0001647181,0.01573572,0.0002332574,0.00003451556,0.001493016,0.0003884721,0.6731256,0.2929209,0.0006747635,0.0001791963,0.01473794],"study_design_scores_gemma":[0.000008547663,0.0001294377,0.009461531,0.000009935606,0.00001185721,0.0001324689,0.0001269554,0.9710972,0.01871147,0.0001260342,0.0001593674,0.00002514105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9930775,0.00006553351,0.005970016,0.00001908229,0.000004849286,0.00001619099,0.00006027898,0.00006123093,0.0007252924],"genre_scores_gemma":[0.9986014,0.00003808535,0.001093136,0.000002548531,9.48689e-7,0.000008798512,0.00002569149,0.000003191464,0.0002261881],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004532274,"threshold_uncertainty_score":0.009011805,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}