{"meta":{"query_hash":"08d92e084f25","filters":{"venue":"International Journal for Numerical and Analytical Methods in Geomechanics"},"cohort_total":160,"direct_labels_cover":0,"predictions_cover":160,"exported":160,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/08d92e084f25","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+for+Numerical+and+Analytical+Methods+in+Geomechanics"},"results":[{"id":"W1485977111","doi":"10.1002/nag.2146","title":"Two‐phase dynamic analysis by material point method","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":227,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutscher Akademischer Austauschdienst","keywords":"Consolidation (business); Spurious relationship; Finite element method; Material point method; Phase (matter); Point (geometry); Computer science; Algorithm; Engineering; Mathematics; Physics; Geometry; Structural engineering","score_opus":0.017213781226423183,"score_gpt":0.41383182099575455,"score_spread":0.39661803976933135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1485977111","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0057938583,0.00007460309,0.989019,0.00006491465,0.000038322447,0.00004067737,0.000027346448,0.0001423329,0.004798873],"genre_scores_gemma":[0.5395324,0.0005334981,0.43914467,0.000110138084,0.00010254091,0.0005058456,0.00015920104,0.00029359793,0.0196181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997838,0.000054151154,0.00000793307,0.00002758658,0.00010623668,0.000020266367],"domain_scores_gemma":[0.99971586,0.00011729801,0.000028115543,0.00003570979,0.00009215277,0.000010820597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045743145,0.0004891278,0.00050874247,0.00092303986,0.00032562762,0.000812669,0.00096096017,0.000815811,0.0060164826],"category_scores_gemma":[0.0008848483,0.00029590013,0.00068140775,0.00038969712,0.00074642326,0.0007934021,0.000819684,0.0008285306,0.0009968465],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003945249,0.000057987534,0.00050289213,0.00014552602,0.000026147749,0.00010939228,0.0001391505,0.7373024,0.018935457,0.18116601,0.0014235836,0.06015196],"study_design_scores_gemma":[0.0000037156815,0.000010023944,0.000054498898,0.0000064071005,0.0000015345587,0.000013616203,0.0000076205797,0.9879731,0.00089321355,0.0086656865,0.0023654818,0.000005061415],"about_ca_topic_score_codex":0.0011947425,"about_ca_topic_score_gemma":0.00054780266,"teacher_disagreement_score":0.0060164826,"about_ca_system_score_codex":0.00036100554,"about_ca_system_score_gemma":0.0006365785,"threshold_uncertainty_score":0.020127177},"labels":[],"label_agreement":null},{"id":"W1490052006","doi":"10.1002/nag.2165","title":"Simulation of long‐term consolidation behavior of soft sensitive clay using an elasto‐viscoplastic constitutive model","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Constitutive equation; Pore water pressure; Viscoplasticity; Levee; Finite element method; Critical state soil mechanics; Expanded polystyrene; Mechanics; Geology; Materials science; Engineering; Structural engineering; Physics; Composite material","score_opus":0.04570169768085778,"score_gpt":0.3764584244975092,"score_spread":0.3307567268166514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1490052006","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9794536,0.00007673827,0.010901359,0.0001159014,0.000017587734,0.00004224783,0.0005221077,0.00018900447,0.008681454],"genre_scores_gemma":[0.99687284,0.00003853695,0.0014023276,0.000012109455,0.0000019493132,0.000019676105,0.00016401299,0.000012433564,0.0014761935],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989665,0.000016980472,0.0000057430802,0.000015500107,0.00002335855,0.000041772535],"domain_scores_gemma":[0.9997242,0.00008601573,0.00004770142,0.000024088476,0.00007205481,0.000045915935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024841502,0.00051540957,0.00039829564,0.00056346285,0.0005482412,0.0007041459,0.0010918238,0.0012378861,0.0018890819],"category_scores_gemma":[0.0005553682,0.00028818302,0.00047397424,0.00051884964,0.0006817036,0.00027854144,0.00036620256,0.00045447162,0.00018392305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023751305,0.000028320168,0.0014775839,0.000008745411,0.000006757511,0.00007355352,0.000019098348,0.9958192,0.0016219134,0.00025425103,0.00007112726,0.0005955606],"study_design_scores_gemma":[0.000007017196,0.0000116150695,0.0006841738,0.0000019335052,0.0000032292971,0.000005813838,0.000015333912,0.99883693,0.000318164,0.000033154112,0.00007885648,0.0000038069184],"about_ca_topic_score_codex":0.32087123,"about_ca_topic_score_gemma":0.21000068,"teacher_disagreement_score":0.32087123,"about_ca_system_score_codex":0.0020388316,"about_ca_system_score_gemma":0.0019577285,"threshold_uncertainty_score":0.6380071},"labels":[],"label_agreement":null},{"id":"W1526697737","doi":"10.1002/nag.2085","title":"Diffuse instabilities with transition to localization in loose granular materials","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Instability; Mechanics; Material failure theory; Shearing (physics); Plasticity; Granular material; Bifurcation; Boundary value problem; Finite element method; Structural engineering; Materials science; Physics; Geology; Geotechnical engineering; Nonlinear system; Engineering; Composite material","score_opus":0.016699665786557,"score_gpt":0.32760233590331933,"score_spread":0.3109026701167623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1526697737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96624446,0.00025621182,0.02945318,0.000056125595,0.00001451165,0.000029738681,0.000051644707,0.00014865202,0.0037454676],"genre_scores_gemma":[0.9982395,0.000037230828,0.0011667116,0.0000051872025,0.000002444517,0.00000964521,0.000021808322,0.000007591651,0.0005097754],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998857,0.000013484622,0.00000899382,0.000024708621,0.00004434405,0.000022823773],"domain_scores_gemma":[0.9997745,0.00006503186,0.000070271235,0.000037190268,0.000024800678,0.000028212922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016574125,0.00025449466,0.00031226195,0.00050067983,0.0002761592,0.00078989496,0.00023643047,0.00029956206,0.001031511],"category_scores_gemma":[0.00047698623,0.0001525958,0.0002770482,0.00025698857,0.00081323995,0.0003648331,0.00073181017,0.00032238517,0.00015303236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005514425,0.00018134233,0.012971014,0.00035703753,0.000052325842,0.0018474439,0.0007722097,0.3966885,0.5265931,0.029902343,0.0007719218,0.029311286],"study_design_scores_gemma":[0.00005103198,0.0002845388,0.012151894,0.000032272976,0.000017753191,0.0005490349,0.00025090092,0.8725438,0.097956724,0.014678853,0.0014364077,0.000046764995],"about_ca_topic_score_codex":0.0006298804,"about_ca_topic_score_gemma":0.0004926689,"teacher_disagreement_score":0.001031511,"about_ca_system_score_codex":0.00027781475,"about_ca_system_score_gemma":0.00016135922,"threshold_uncertainty_score":0.0034507513},"labels":[],"label_agreement":null},{"id":"W1534691199","doi":"10.1002/nag.2153","title":"A high strain‐rate constitutive model for sand and its application in finite‐element analysis of tunnels subjected to blast","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Constitutive equation; Viscoplasticity; Geotechnical engineering; Plasticity; Finite element method; Split-Hopkinson pressure bar; Strain rate; Critical state soil mechanics; Parametric statistics; Soil mechanics; Geology; Structural engineering; Engineering; Materials science; Soil water; Mathematics; Composite material","score_opus":0.02686569138375787,"score_gpt":0.3435012430340279,"score_spread":0.31663555165027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1534691199","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17431366,0.00032181965,0.8128547,0.0001780543,0.000056086614,0.00012021267,0.00021248274,0.0005151504,0.011427749],"genre_scores_gemma":[0.9193532,0.00040357705,0.07170473,0.000037043337,0.00001677437,0.00015991424,0.00019671682,0.00009706285,0.008031062],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980825,0.000043198008,0.000014704953,0.000020986956,0.000091058304,0.000021923817],"domain_scores_gemma":[0.9997758,0.0000840575,0.000036451376,0.000030243473,0.000057919384,0.000015490285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004411427,0.00040312938,0.00043467464,0.0006237719,0.00039124824,0.00077387114,0.0007448498,0.0010109368,0.0009425778],"category_scores_gemma":[0.0008475573,0.000408606,0.0005286922,0.0004926069,0.0006175387,0.0004827142,0.0003881991,0.0004772318,0.00026693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009972687,0.000027849717,0.0004649388,0.000017282062,0.0000049769487,0.00006850615,0.00003719546,0.9828471,0.0076402933,0.005348714,0.00012588617,0.0034072078],"study_design_scores_gemma":[0.0000020856928,0.000008586349,0.00015819598,0.0000034116342,0.0000017553349,0.000023282959,0.000008314393,0.998198,0.0007585521,0.0003990661,0.00043477208,0.0000040386776],"about_ca_topic_score_codex":0.008469672,"about_ca_topic_score_gemma":0.0068701683,"teacher_disagreement_score":0.008469672,"about_ca_system_score_codex":0.00055953785,"about_ca_system_score_gemma":0.0011468399,"threshold_uncertainty_score":0.016840756},"labels":[],"label_agreement":null},{"id":"W1548820823","doi":"10.1002/nag.2229","title":"Bounding surface SANICLAY plasticity model for cyclic clay behavior","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Plasticity; Geotechnical engineering; Critical state soil mechanics; Shakedown; Anisotropy; Bounding overwatch; Geology; Structural engineering; Materials science; Computer science; Engineering; Constitutive equation; Composite material; Finite element method; Physics","score_opus":0.03633920251967665,"score_gpt":0.35846391652680665,"score_spread":0.32212471400713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1548820823","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37453637,0.0005321557,0.5686173,0.00050739973,0.00008059667,0.000100094236,0.00042681483,0.00054873875,0.054650564],"genre_scores_gemma":[0.98293704,0.00017172453,0.008885067,0.000028123608,0.000012861971,0.000047664176,0.00008177809,0.00003585037,0.007799857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988997,0.00002273038,0.000005492763,0.00002054749,0.000038227823,0.000023024499],"domain_scores_gemma":[0.99983656,0.00004983994,0.000033627493,0.00002385356,0.000036748126,0.000019431869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001508597,0.00038276325,0.00035083972,0.0003172646,0.00022071786,0.00059378904,0.0009827577,0.0009927918,0.0016736885],"category_scores_gemma":[0.00045029327,0.00016992942,0.0004852312,0.00023686257,0.00052666053,0.00041102915,0.00050392555,0.00049401005,0.0003016367],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018252354,0.000019794592,0.00042717418,0.000018317536,0.0000060300645,0.00019120397,0.000036503403,0.97690797,0.006874421,0.011260156,0.00025825476,0.0039818343],"study_design_scores_gemma":[0.0000016245748,0.0000067929245,0.00009998155,0.0000017416949,0.0000014738063,0.000023996372,0.000004017519,0.9984322,0.0003431238,0.00080135657,0.0002815357,0.0000020222558],"about_ca_topic_score_codex":0.005517641,"about_ca_topic_score_gemma":0.003108296,"teacher_disagreement_score":0.005517641,"about_ca_system_score_codex":0.00037770742,"about_ca_system_score_gemma":0.00055188074,"threshold_uncertainty_score":0.01097101},"labels":[],"label_agreement":null},{"id":"W1554894143","doi":"10.1002/nag.2240","title":"On Fröhlich's solution for Boussinesq's problem","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Geomechanics; Compaction; Geotechnical engineering; Soil mechanics; Soil science; Geology; Mathematics; Mechanics; Physics; Soil water","score_opus":0.02429568230475463,"score_gpt":0.34263684850066195,"score_spread":0.3183411661959073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1554894143","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04837219,0.0065894295,0.74664253,0.008922404,0.0014473081,0.00024445998,0.00031742183,0.00018911313,0.1872752],"genre_scores_gemma":[0.5619454,0.0045560175,0.2860027,0.0013851632,0.0012895156,0.00047485562,0.00036172997,0.00046068634,0.1435239],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995546,0.00018130048,0.000015481924,0.00005612877,0.00014029242,0.00005226356],"domain_scores_gemma":[0.99929965,0.00039697337,0.000043311178,0.000031472973,0.00017476792,0.00005377943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016951172,0.00062825147,0.00067387964,0.0013555476,0.00079456874,0.00084625965,0.0010543354,0.0016445778,0.006785624],"category_scores_gemma":[0.007625214,0.0002309641,0.0006025103,0.0006899899,0.002060536,0.0013695954,0.0018740328,0.0019011354,0.0008568477],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036015208,0.000019859352,0.00024825145,0.00008353527,0.0000091756965,0.00010807855,0.00019856653,0.048669036,0.0008059596,0.92543477,0.007149933,0.017236782],"study_design_scores_gemma":[0.0000308087,0.00003337116,0.0003930151,0.00010608409,0.0000060255506,0.000097318705,0.00012312859,0.32836315,0.00046936033,0.64841235,0.021936549,0.000028748102],"about_ca_topic_score_codex":0.01044485,"about_ca_topic_score_gemma":0.005887515,"teacher_disagreement_score":0.01044485,"about_ca_system_score_codex":0.0013586786,"about_ca_system_score_gemma":0.0013566893,"threshold_uncertainty_score":0.02270019},"labels":[],"label_agreement":null},{"id":"W1577192871","doi":"10.1002/nag.2182","title":"Coupled finite‐element simulation of injection well testing in unconsolidated oil sands reservoir","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Western Canada Research Grid; University of Calgary","keywords":"Geomechanics; Oil sands; Geology; Petroleum engineering; Steam injection; Geotechnical engineering; Hydraulic fracturing; Pore water pressure; Permeability (electromagnetism); Water injection (oil production); Reservoir simulation; Finite element method; Constitutive equation; Materials science; Engineering; Asphalt","score_opus":0.033439752882331905,"score_gpt":0.35367334119548044,"score_spread":0.3202335883131485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1577192871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8152061,0.00017568543,0.16303727,0.00025535302,0.00006790947,0.00015974937,0.00056511624,0.0006660288,0.019866752],"genre_scores_gemma":[0.9834812,0.0000689553,0.01312598,0.000032852193,0.0000049418745,0.000106808606,0.00018082776,0.000035295812,0.0029632566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981564,0.000043009073,0.000012969724,0.000025116964,0.000067886926,0.000035299705],"domain_scores_gemma":[0.99962664,0.0001740381,0.000061513405,0.000033050463,0.00006351444,0.000041191397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003027404,0.00043624832,0.0005706501,0.00053182995,0.00041543416,0.0006892499,0.00090736896,0.001530931,0.0019785743],"category_scores_gemma":[0.00078329694,0.00036361834,0.0005769424,0.0003468693,0.00084075634,0.00040943397,0.00065266475,0.00044394747,0.00020350574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019774943,0.00002267961,0.00072346814,0.000011294836,0.000006019066,0.000060811224,0.00002394412,0.99615073,0.0016852794,0.0004444564,0.00005035282,0.00080114923],"study_design_scores_gemma":[0.0000031906297,0.0000072404478,0.0001367413,0.0000017192207,0.0000013329195,0.000004229184,0.000007492159,0.99931586,0.00036884277,0.00007037833,0.0000805964,0.000002486273],"about_ca_topic_score_codex":0.014113952,"about_ca_topic_score_gemma":0.007879722,"teacher_disagreement_score":0.014113952,"about_ca_system_score_codex":0.00066456257,"about_ca_system_score_gemma":0.000867149,"threshold_uncertainty_score":0.028063595},"labels":[],"label_agreement":null},{"id":"W1593673395","doi":"10.1002/nag.2193","title":"Assessment of slope stability in cohesive soils due to a rainfall","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Cohesion (chemistry); Geotechnical engineering; Soil water; Infiltration (HVAC); Saturation (graph theory); Slope stability; Constitutive equation; Stability (learning theory); Geology; Environmental science; Soil science; Materials science; Mathematics; Finite element method; Engineering; Structural engineering; Computer science; Composite material; Chemistry","score_opus":0.02998927411770197,"score_gpt":0.3653927113272146,"score_spread":0.33540343720951266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1593673395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886622,0.00004662659,0.010681328,0.000008364193,0.0000019955814,0.000011389846,0.000040945164,0.000026522399,0.0005207464],"genre_scores_gemma":[0.999243,0.000017079972,0.00061791315,0.0000011441034,8.9098955e-7,0.0000030184244,0.00001317593,0.0000018621724,0.000101914746],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991024,0.000017011547,0.00000808085,0.000018001394,0.000030139588,0.000016425176],"domain_scores_gemma":[0.99979335,0.000050867588,0.0000862897,0.000017725324,0.000032121647,0.000019625551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027875742,0.00021146958,0.00019492034,0.0006436586,0.00015921191,0.00047364904,0.00021272828,0.00029640328,0.0005238019],"category_scores_gemma":[0.0005210494,0.00010962372,0.0001802183,0.00030332862,0.0003694047,0.00020846169,0.00037520085,0.00016948508,0.000072090545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004796307,0.00011952424,0.076836,0.00013808602,0.0001130953,0.0010668187,0.00044209044,0.46732423,0.40757573,0.0027224626,0.00012419975,0.04305819],"study_design_scores_gemma":[0.000014566895,0.00042617336,0.103213735,0.000023827486,0.000041198167,0.00026117376,0.00029716847,0.8416041,0.052306503,0.0013342766,0.00044183523,0.000035481797],"about_ca_topic_score_codex":0.0015748498,"about_ca_topic_score_gemma":0.0014115477,"teacher_disagreement_score":0.0015748498,"about_ca_system_score_codex":0.00024406661,"about_ca_system_score_gemma":0.00015381622,"threshold_uncertainty_score":0.0031313896},"labels":[],"label_agreement":null},{"id":"W1594528280","doi":"10.1002/nag.1135","title":"Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Deflection (physics); Bending moment; Moving load; Beam (structure); Bending stiffness; Shear and moment diagram; Structural engineering; Mechanics; Shear force; Bernoulli's principle; Conjugate beam method; Materials science; Geotechnical engineering; Engineering; Physics; Classical mechanics; Finite element method","score_opus":0.03475280049339044,"score_gpt":0.3554914766740497,"score_spread":0.3207386761806592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1594528280","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40312982,0.0010760805,0.5485842,0.0005411884,0.00008734654,0.00011409033,0.00022236884,0.00035075616,0.045894098],"genre_scores_gemma":[0.9544814,0.0007792504,0.022267468,0.00009124372,0.000025027568,0.00014340572,0.00009647033,0.00006563038,0.02205006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985135,0.000024492032,0.0000060482057,0.000023140828,0.00006561675,0.000029300827],"domain_scores_gemma":[0.9997365,0.000095856405,0.000039486506,0.00001529007,0.00009739212,0.000015520001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039581337,0.00041167872,0.00034294114,0.0006804483,0.0002791963,0.0005072044,0.00065799186,0.0010690469,0.00395324],"category_scores_gemma":[0.0012642859,0.00031160354,0.00039581905,0.00036383714,0.0007437249,0.000501132,0.00050363503,0.00038959103,0.00062992336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007083416,0.000038994047,0.0010804794,0.00019722298,0.000025215015,0.00046101396,0.00070883695,0.83634925,0.064143464,0.07294756,0.0011347774,0.022842348],"study_design_scores_gemma":[0.00001146344,0.000034491335,0.0007765286,0.000036884154,0.000008486171,0.00007760943,0.0001273015,0.98795193,0.0034961908,0.006374807,0.0010829954,0.000021272754],"about_ca_topic_score_codex":0.0027458798,"about_ca_topic_score_gemma":0.0013355401,"teacher_disagreement_score":0.00395324,"about_ca_system_score_codex":0.00051569386,"about_ca_system_score_gemma":0.0005747467,"threshold_uncertainty_score":0.013224959},"labels":[],"label_agreement":null},{"id":"W1600842809","doi":"10.1002/nag.2234","title":"Study of the free surface flow of water–kaolinite mixture by moving particle semi‐implicit (MPS) method","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Council","keywords":"Rheology; Free surface; Kaolinite; Newtonian fluid; Non-Newtonian fluid; Mechanics; Generalized Newtonian fluid; Flow (mathematics); Particle (ecology); Herschel–Bulkley fluid; Smoothed-particle hydrodynamics; Shear flow; Geotechnical engineering; Materials science; Geology; Shear rate; Classical mechanics; Physics; Mineralogy; Composite material","score_opus":0.017297752956875186,"score_gpt":0.3452922448658192,"score_spread":0.32799449190894403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1600842809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5379805,0.0003809971,0.45497486,0.00023472036,0.00004692706,0.00013755837,0.000061020255,0.00023929229,0.005944112],"genre_scores_gemma":[0.93545234,0.00016987998,0.062110823,0.000019105702,0.000017483373,0.00007307799,0.000041358227,0.000036466394,0.0020794538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999126,0.000025713742,0.0000038828607,0.0000097748325,0.00003434843,0.000013617087],"domain_scores_gemma":[0.9996649,0.00019921777,0.00004565991,0.000013160604,0.000052215422,0.00002484445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003303873,0.00044991073,0.00043632503,0.0004451138,0.00032793268,0.00038069536,0.0006273919,0.00068377826,0.0009202228],"category_scores_gemma":[0.00084019057,0.00022867405,0.00042774618,0.00016935245,0.00066817837,0.00045280787,0.00047386403,0.0004159868,0.000105529456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012584694,0.00010589172,0.002574423,0.00019008883,0.00003110053,0.0004862567,0.00021083538,0.9132505,0.04834764,0.012938095,0.0003049177,0.02143437],"study_design_scores_gemma":[0.0000053320323,0.000014138662,0.00011885193,0.000002139092,0.0000013195591,0.000011404829,0.000006744088,0.99858284,0.00096017326,0.00020108366,0.000093715076,0.0000022120869],"about_ca_topic_score_codex":0.005571486,"about_ca_topic_score_gemma":0.0022513554,"teacher_disagreement_score":0.005571486,"about_ca_system_score_codex":0.00029435454,"about_ca_system_score_gemma":0.0007559125,"threshold_uncertainty_score":0.011078119},"labels":[],"label_agreement":null},{"id":"W1644180480","doi":"10.1002/nag.2242","title":"On the validity of the flow rule postulate for geomaterials","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BP (Canada); BGC Engineering (Canada); University of Calgary","funders":"","keywords":"Plasticity; Rotational symmetry; Flow (mathematics); Mechanics; Granular material; Stress space; Stress path; Stress (linguistics); Geotechnical engineering; Mathematics; Geology; Structural engineering; Materials science; Constitutive equation; Physics; Engineering; Finite element method; Composite material","score_opus":0.034409886844444,"score_gpt":0.33061088944625144,"score_spread":0.29620100260180743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1644180480","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23854074,0.0011109363,0.7152918,0.0018459528,0.00037111298,0.00015116276,0.00030525497,0.00038700175,0.041996036],"genre_scores_gemma":[0.957988,0.00040343814,0.037222363,0.0002538852,0.0001933864,0.00014092955,0.00017362989,0.000072865136,0.0035515479],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99842715,0.000282036,0.000075798715,0.00029559145,0.00079553924,0.00012393741],"domain_scores_gemma":[0.9950517,0.002253718,0.0008256299,0.00096982333,0.00073539215,0.000163793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034601681,0.0003289789,0.0007518303,0.00072999153,0.00060189504,0.0018008642,0.0014722345,0.001393789,0.002300213],"category_scores_gemma":[0.008689103,0.00025950046,0.00075312454,0.00024815626,0.0043166387,0.0028181148,0.0011094143,0.0015956926,0.0006119889],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007143257,0.0000857361,0.0021920046,0.00008490598,0.000016694667,0.00026650855,0.00014097529,0.068285495,0.006440531,0.9069298,0.0011235259,0.014362472],"study_design_scores_gemma":[0.000030574804,0.00011835878,0.001956865,0.000041827723,0.000008360121,0.00026849937,0.000061497376,0.30154073,0.004118398,0.6888826,0.0029319862,0.00004030474],"about_ca_topic_score_codex":0.00075476017,"about_ca_topic_score_gemma":0.0002628684,"teacher_disagreement_score":0.0034601681,"about_ca_system_score_codex":0.00039938572,"about_ca_system_score_gemma":0.00063678634,"threshold_uncertainty_score":0.018299341},"labels":[],"label_agreement":null},{"id":"W1677807259","doi":"10.1002/nag.1101","title":"Undrained shear band in water saturated granular media: A critical revisiting with numerical examples","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dilatant; Geotechnical engineering; Shear band; Pore water pressure; Consolidation (business); Void ratio; Friction angle; Shear (geology); Geology; Granular material; Materials science; Petrology","score_opus":0.03846519817372283,"score_gpt":0.32124871623412155,"score_spread":0.2827835180603987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1677807259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.873776,0.0038656397,0.08963814,0.0005059147,0.00007862217,0.0000703976,0.00024132212,0.00027906802,0.03154481],"genre_scores_gemma":[0.9855601,0.0011462517,0.011317306,0.000021219614,0.000012474688,0.000019032443,0.000042349006,0.00001821587,0.0018629504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990237,0.000029955954,0.00001033237,0.000010251473,0.000033110915,0.000013924451],"domain_scores_gemma":[0.9995142,0.0002859277,0.0000751095,0.00004911761,0.00005575668,0.000019912155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029490818,0.00025985052,0.00037318768,0.0005525774,0.0003494914,0.0009603621,0.0004574376,0.00070936035,0.0015668283],"category_scores_gemma":[0.001829124,0.0001767015,0.00022977975,0.00070069643,0.000979998,0.0006512251,0.00064994936,0.0003459278,0.00016757779],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014936879,0.00008725992,0.0054161497,0.0003783668,0.000018351793,0.0009227386,0.0003064435,0.906303,0.010178925,0.054861274,0.00047095353,0.02090718],"study_design_scores_gemma":[0.000017787865,0.000044335826,0.0011329711,0.00006563724,0.000011138688,0.0001536524,0.0001402481,0.98152703,0.002854203,0.011936772,0.0020950963,0.000021058562],"about_ca_topic_score_codex":0.0031561537,"about_ca_topic_score_gemma":0.0029007266,"teacher_disagreement_score":0.0031561537,"about_ca_system_score_codex":0.00029708224,"about_ca_system_score_gemma":0.00019422409,"threshold_uncertainty_score":0.0062755942},"labels":[],"label_agreement":null},{"id":"W1811013075","doi":"10.1002/nag.1106","title":"Description of deformation process in inherently anisotropic granular materials","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Anisotropy; Granular material; Shear (geology); Deformation (meteorology); Shear band; Simple shear; Triaxial shear test; Materials science; Direct shear test; Mechanics; Geotechnical engineering; Geology; Physics; Composite material; Optics","score_opus":0.04669147141884733,"score_gpt":0.3296403763591764,"score_spread":0.2829489049403291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1811013075","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13907307,0.0021921776,0.82118374,0.0004149724,0.00011565015,0.00014535192,0.00043892147,0.00028893424,0.036147106],"genre_scores_gemma":[0.9462255,0.0011594954,0.03904259,0.00008074536,0.000049846403,0.00015647136,0.0001827339,0.0000888537,0.0130137205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998555,0.00002591416,0.000013637856,0.00002690597,0.000057528126,0.0000205142],"domain_scores_gemma":[0.99988604,0.00002867279,0.0000296572,0.000023988474,0.000020657713,0.000010939655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026173302,0.0005065225,0.00042681347,0.0006639362,0.0002672651,0.0009299745,0.0007207638,0.0007555802,0.001867446],"category_scores_gemma":[0.00033590943,0.0002244827,0.00048709646,0.00046268298,0.0007339749,0.00064744294,0.00050982885,0.00045275906,0.0004718389],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027996415,0.000042779993,0.001276858,0.00014370962,0.000016129925,0.00038094426,0.00009097331,0.8509069,0.025011385,0.11264812,0.00049976766,0.008954433],"study_design_scores_gemma":[0.0000036440633,0.000013618408,0.0004496639,0.000007733383,0.0000023937585,0.00009775778,0.000016906508,0.9859474,0.0010065536,0.011285979,0.0011612761,0.0000070550177],"about_ca_topic_score_codex":0.001219137,"about_ca_topic_score_gemma":0.0008055872,"teacher_disagreement_score":0.001867446,"about_ca_system_score_codex":0.00036530365,"about_ca_system_score_gemma":0.0003234707,"threshold_uncertainty_score":0.0062472224},"labels":[],"label_agreement":null},{"id":"W1863338192","doi":"10.1002/nag.2106","title":"An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":116,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Infiltration (HVAC); Slope stability; Soil water; Vegetation and slope stability; Slope stability analysis; Geotechnical engineering; Pore water pressure; Residual; Exponential function; Soil science; Parametric statistics; Mathematics; Geology; Environmental science; Materials science; Mathematical analysis","score_opus":0.03417849560904703,"score_gpt":0.38314728877547766,"score_spread":0.34896879316643065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1863338192","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.079386815,0.00047662694,0.90838426,0.00021935577,0.000058845097,0.00008950687,0.00011786165,0.0003759826,0.010890738],"genre_scores_gemma":[0.9057092,0.00073413074,0.084557705,0.00007764262,0.000049795828,0.0002228827,0.00010754227,0.00013431109,0.008406734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998336,0.00003999625,0.000009547517,0.000027806424,0.000059596056,0.000029478537],"domain_scores_gemma":[0.9996911,0.0001203291,0.000053454718,0.000015382102,0.00010591456,0.000013693081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045242647,0.0005434145,0.00053936755,0.0007379094,0.00034968136,0.0007041429,0.00074402394,0.0012685034,0.0017021772],"category_scores_gemma":[0.0015094718,0.00034681027,0.00089280866,0.00040190647,0.00059000397,0.00044606355,0.00062877056,0.0005540488,0.00033823584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010124953,0.00001700193,0.0004609042,0.000049167073,0.000007371689,0.00014773147,0.00007331576,0.9796112,0.0058923005,0.0064797383,0.0002241116,0.007026891],"study_design_scores_gemma":[0.0000022108165,0.0000066336866,0.000053418764,0.000004645847,0.0000020439534,0.00001625505,0.0000120089035,0.9985348,0.000319656,0.0007454422,0.00029971485,0.0000030756412],"about_ca_topic_score_codex":0.0068546664,"about_ca_topic_score_gemma":0.003238511,"teacher_disagreement_score":0.0068546664,"about_ca_system_score_codex":0.00056330475,"about_ca_system_score_gemma":0.0010261944,"threshold_uncertainty_score":0.013629496},"labels":[],"label_agreement":null},{"id":"W1876225670","doi":"10.1002/nag.2346","title":"Capturing the complete stress–strain behaviour of jointed rock using a numerical approach","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Toronto Rehabilitation Institute; University of Toronto","funders":"","keywords":"Rock mass classification; Discrete element method; Modulus; Geotechnical engineering; Geological Strength Index; Rock mechanics; Geology; Grain size; Fracture (geology); Stress (linguistics); Compressive strength; Sample size determination; Materials science; Composite material; Mineralogy; Mechanics; Mathematics; Statistics; Physics","score_opus":0.11297234573296216,"score_gpt":0.3771745699758511,"score_spread":0.2642022242428889,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1876225670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6645024,0.000094392584,0.3304984,0.000070900685,0.000021242759,0.00007604372,0.00019058482,0.00043494898,0.004111104],"genre_scores_gemma":[0.88375515,0.000052277323,0.11532523,0.000009685516,0.000004625094,0.00007727392,0.00010940531,0.000034948567,0.00063149905],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982625,0.000033418575,0.000011677445,0.00003230087,0.00008116243,0.000015210636],"domain_scores_gemma":[0.9994972,0.00019341949,0.000060527236,0.0001571443,0.000073417126,0.00001834674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000438046,0.00027223505,0.00031925045,0.00048750755,0.00023641945,0.00047276408,0.000454458,0.00043193242,0.00105771],"category_scores_gemma":[0.0013520077,0.00024046855,0.00028486835,0.00031380545,0.000562826,0.00038855214,0.00035470846,0.000316007,0.00020501726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054545988,0.00007963514,0.004689836,0.00006910578,0.000026058457,0.00009302516,0.00011834782,0.86061966,0.11358112,0.0026569627,0.00010010322,0.017911483],"study_design_scores_gemma":[0.0000025182328,0.000017528107,0.0007761109,0.000001758112,0.0000015453705,0.00001640693,0.000012020807,0.99499375,0.00368065,0.00030440878,0.00018958471,0.0000037271695],"about_ca_topic_score_codex":0.0022005853,"about_ca_topic_score_gemma":0.0030757615,"teacher_disagreement_score":0.0022005853,"about_ca_system_score_codex":0.00039358702,"about_ca_system_score_gemma":0.00051925017,"threshold_uncertainty_score":0.004375577},"labels":[],"label_agreement":null},{"id":"W1904316787","doi":"10.1002/nag.2213","title":"Analysis of pile subjected to torsion in multi‐layered soil","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Pile; Torque; Torsion (gastropod); Moduli; Geotechnical engineering; Twist; Differential equation; Soil mechanics; Structural engineering; Mechanics; Geology; Mathematics; Engineering; Geometry; Mathematical analysis; Physics; Soil water","score_opus":0.027957702411683303,"score_gpt":0.35431800607180064,"score_spread":0.3263603036601173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1904316787","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4770292,0.00064301776,0.5081974,0.00018330234,0.00010197895,0.00009372843,0.00032719897,0.0003183305,0.013105863],"genre_scores_gemma":[0.98496383,0.00025324622,0.011222986,0.000020237403,0.00002416203,0.000047271827,0.00008593447,0.00005304857,0.0033291923],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979943,0.000039945102,0.000007092116,0.000019166837,0.00009237394,0.00004200544],"domain_scores_gemma":[0.9997621,0.00006507088,0.00006159866,0.000028211038,0.00005124989,0.000031694515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030257794,0.00047770268,0.00048005508,0.000860309,0.0003373443,0.00061908766,0.00056111545,0.00066049467,0.0018478647],"category_scores_gemma":[0.00058398995,0.0003095321,0.0006785021,0.00037428807,0.00062084995,0.0004333195,0.00092932873,0.00041924402,0.00034270273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000067460525,0.00002896078,0.0017757885,0.000100484445,0.00005540685,0.00055040093,0.00007859499,0.9429008,0.03838013,0.006012158,0.0003405676,0.009709346],"study_design_scores_gemma":[0.0000047007675,0.000023346054,0.0013561829,0.000011278762,0.00000686951,0.000082645274,0.00003104037,0.9946002,0.002091481,0.0013011039,0.00047651737,0.000014535403],"about_ca_topic_score_codex":0.001972146,"about_ca_topic_score_gemma":0.0014071983,"teacher_disagreement_score":0.001972146,"about_ca_system_score_codex":0.00042948002,"about_ca_system_score_gemma":0.00050043315,"threshold_uncertainty_score":0.006181717},"labels":[],"label_agreement":null},{"id":"W1911561548","doi":"10.1002/nag.2470","title":"Stable axisymmetric SPH formulation with no axis singularity","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Singularity; Rotational symmetry; Mohr–Coulomb theory; Smoothed-particle hydrodynamics; Constitutive equation; Symmetry (geometry); Classical mechanics; Cylinder stress; Discretization; Mechanics; Finite element method; Geomechanics; Mathematical analysis; Physics; Mathematics; Geometry; Engineering; Geotechnical engineering; Moment (physics)","score_opus":0.03702340465302347,"score_gpt":0.35958827974637836,"score_spread":0.3225648750933549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1911561548","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07652285,0.000383881,0.89419246,0.0004109093,0.00017116708,0.00015803427,0.0006009753,0.00054141425,0.0270183],"genre_scores_gemma":[0.83624864,0.00043520107,0.14705908,0.0001989507,0.00014402138,0.00022983162,0.00056171505,0.0001969106,0.0149257025],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998282,0.000038990103,0.000010298267,0.000021711028,0.00008190789,0.000018883296],"domain_scores_gemma":[0.99970466,0.0000661796,0.000052675496,0.00003981171,0.00010732016,0.000029314358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028876745,0.0005130278,0.0006911433,0.0002709582,0.0003176741,0.00078438036,0.0009166272,0.00092866574,0.0027021386],"category_scores_gemma":[0.00060357334,0.00023503718,0.00039035725,0.0003062787,0.0005536373,0.00049248367,0.00070601964,0.0005022022,0.0005259865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002110384,0.00006380838,0.0021798003,0.00018340719,0.00003758291,0.00070981245,0.00017548652,0.8680763,0.023148524,0.072693005,0.004186492,0.028334666],"study_design_scores_gemma":[0.00001378096,0.000012960308,0.00013372905,0.0000040758437,0.0000017336861,0.000032382,0.000012211443,0.9962972,0.00067285943,0.0017836951,0.0010303495,0.0000051209386],"about_ca_topic_score_codex":0.0036479936,"about_ca_topic_score_gemma":0.0015991818,"teacher_disagreement_score":0.0036479936,"about_ca_system_score_codex":0.000345699,"about_ca_system_score_gemma":0.0006372535,"threshold_uncertainty_score":0.009039581},"labels":[],"label_agreement":null},{"id":"W1937580162","doi":"10.1002/nag.1089","title":"An efficient finite–discrete element method for quasi‐static nonlinear soil–structure interaction problems","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Finite element method; Nonlinear system; Computation; Benchmark (surveying); Stability (learning theory); Boundary (topology); Boundary value problem; Displacement (psychology); Soil structure interaction; Mixed finite element method; Extended finite element method; Domain (mathematical analysis); Discrete element method; Computer science; Applied mathematics; Mathematics; Mathematical optimization; Algorithm; Structural engineering; Mathematical analysis; Engineering; Mechanics; Physics; Geology","score_opus":0.028387051861985202,"score_gpt":0.36030363207208954,"score_spread":0.33191658021010434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1937580162","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004047198,0.00006660336,0.9939938,0.000048834314,0.000032456916,0.000041089057,0.000030768708,0.00013131995,0.0016078934],"genre_scores_gemma":[0.13580287,0.00017455815,0.8587103,0.000054882858,0.000029400107,0.0003824173,0.00014431246,0.00013741924,0.0045637772],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997371,0.00007343699,0.0000146337925,0.000021681119,0.00013419025,0.000018887988],"domain_scores_gemma":[0.9995982,0.00018126656,0.000024879992,0.000043898734,0.0001290957,0.000022633945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068019674,0.00043235297,0.0006766307,0.00041343903,0.00035242148,0.00043458078,0.0010312722,0.0008572486,0.0028561866],"category_scores_gemma":[0.0009500441,0.00034809366,0.0005907653,0.00034609024,0.00049586786,0.00048745598,0.0007374286,0.00082788465,0.00097255775],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007557971,0.00010670205,0.00055490044,0.00026571832,0.0000400587,0.00014292807,0.00013773837,0.8498435,0.030657515,0.030725734,0.0018950655,0.08555453],"study_design_scores_gemma":[0.000007768298,0.000009121199,0.000042593663,0.0000052056243,0.0000021493545,0.000013674336,0.0000037899902,0.9960402,0.00086476246,0.0010026116,0.0020045007,0.0000036055003],"about_ca_topic_score_codex":0.0021160196,"about_ca_topic_score_gemma":0.0024245174,"teacher_disagreement_score":0.0028561866,"about_ca_system_score_codex":0.0003453424,"about_ca_system_score_gemma":0.0008066288,"threshold_uncertainty_score":0.009554923},"labels":[],"label_agreement":null},{"id":"W1941690633","doi":"10.1002/nag.2194","title":"Simulation of drilling‐induced compaction bands using discrete element method","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Universidad de Concepción","keywords":"Breakout; Borehole; Geology; Drilling; Fracture (geology); Stress field; Geotechnical engineering; Stress (linguistics); Anisotropy; Compaction; Finite element method; Materials science; Structural engineering; Engineering","score_opus":0.06321940153780091,"score_gpt":0.41871983414628683,"score_spread":0.3555004326084859,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1941690633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61213535,0.00017395521,0.36992154,0.00026932024,0.00010168087,0.00019847865,0.0008682222,0.0012943692,0.015037198],"genre_scores_gemma":[0.9364751,0.000086155844,0.06030946,0.000034700202,0.000006199672,0.00018046207,0.00039022765,0.000059284055,0.0024583188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998821,0.000027127518,0.0000075439743,0.00001460237,0.00004268299,0.000025959547],"domain_scores_gemma":[0.9994128,0.00035930795,0.000055677116,0.00003621338,0.000094506504,0.000041602798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032500827,0.00042576506,0.0005057575,0.00045779548,0.00033592287,0.00059255434,0.00075047277,0.0010872161,0.0027545583],"category_scores_gemma":[0.00092674105,0.00037252562,0.00045998723,0.00029015754,0.00045173764,0.00029318803,0.00044018877,0.0005078708,0.00024814703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026928039,0.000026415615,0.00085866323,0.000021709257,0.000006841572,0.00003575164,0.000031513246,0.994932,0.0016939079,0.0006931745,0.000079878104,0.0015932532],"study_design_scores_gemma":[0.000004303923,0.000006698739,0.000078264646,0.0000016314691,0.0000010707643,0.0000032918888,0.000005614739,0.99937385,0.00029622836,0.000103793915,0.00012334592,0.000001904369],"about_ca_topic_score_codex":0.0074659027,"about_ca_topic_score_gemma":0.00400632,"teacher_disagreement_score":0.0074659027,"about_ca_system_score_codex":0.00043361168,"about_ca_system_score_gemma":0.00069417414,"threshold_uncertainty_score":0.014844894},"labels":[],"label_agreement":null},{"id":"W1962238799","doi":"10.1002/nag.2368","title":"On modeling of discrete propagation of localized damage in cohesive‐frictional materials","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Discontinuity (linguistics); Brittleness; Constitutive equation; Ultimate tensile strength; Shear (geology); Cohesive zone model; Fracture mechanics; Representation (politics); Structural engineering; Materials science; Geotechnical engineering; Mechanics; Geology; Finite element method; Engineering; Physics; Mathematics; Mathematical analysis; Composite material; Law","score_opus":0.048231820976437065,"score_gpt":0.38227705913419135,"score_spread":0.3340452381577543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1962238799","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20219961,0.00057826855,0.7870921,0.0002912003,0.000064057895,0.000066244276,0.00009245597,0.00019637508,0.009419723],"genre_scores_gemma":[0.9634096,0.00030851306,0.031548508,0.00003342867,0.000019949604,0.0000657057,0.00005014392,0.00003887399,0.004525167],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998865,0.000031792883,0.0000057762977,0.000022001192,0.00003522197,0.00001876675],"domain_scores_gemma":[0.999671,0.00016809872,0.00006006562,0.00003204991,0.00004056816,0.000028344133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039029156,0.00049568404,0.0005165679,0.0005211381,0.00036114943,0.0010351682,0.0010533811,0.0012564935,0.0012853324],"category_scores_gemma":[0.0010834892,0.00037380273,0.00048307303,0.00030983798,0.0009790582,0.0007037702,0.00062762335,0.0008514561,0.00017859202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018034902,0.000029273313,0.0003517565,0.000026089936,0.000008920061,0.00008477852,0.000044297387,0.98005897,0.0026492015,0.013409223,0.000105995896,0.003213374],"study_design_scores_gemma":[0.0000011889106,0.0000045592205,0.000045216293,0.0000017062025,9.772756e-7,0.000006421112,0.0000034010452,0.9989536,0.00012741947,0.00078731996,0.000066924586,0.0000012532716],"about_ca_topic_score_codex":0.004880788,"about_ca_topic_score_gemma":0.0028271165,"teacher_disagreement_score":0.004880788,"about_ca_system_score_codex":0.0006482982,"about_ca_system_score_gemma":0.0005874747,"threshold_uncertainty_score":0.009704769},"labels":[],"label_agreement":null},{"id":"W1973686108","doi":"10.1002/nag.510","title":"Modelling of deformation response and chemo-mechanical coupling in chalk","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Constitutive equation; Plasticity; Deformation (meteorology); Coupling (piping); Geotechnical engineering; Geology; Mechanics; Mechanism (biology); Deformation mechanism; Materials science; Structural engineering; Finite element method; Physics; Engineering; Composite material; Microstructure","score_opus":0.027033832585112914,"score_gpt":0.3335001857998438,"score_spread":0.30646635321473087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973686108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.898836,0.0003588535,0.078997776,0.00044045434,0.00004582572,0.00008571976,0.00034333044,0.00041292817,0.020479219],"genre_scores_gemma":[0.99604094,0.00010311013,0.0013339479,0.000017855455,0.0000032485675,0.000023994442,0.0000404163,0.000016516069,0.0024200305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987376,0.000020275073,0.000007812436,0.00002880707,0.000038509097,0.000030769665],"domain_scores_gemma":[0.99986196,0.000045537523,0.000030651037,0.000020003416,0.000023126579,0.000018704271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014576303,0.00034638037,0.0004855206,0.00046415353,0.00039569812,0.0012233462,0.00093334535,0.0014964024,0.0016311209],"category_scores_gemma":[0.0007150014,0.0002746413,0.00025126917,0.00049942936,0.0015570979,0.00060550787,0.00070181186,0.00035828666,0.0004029459],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044797638,0.000025792528,0.001406059,0.000053693224,0.000009941743,0.00028183157,0.00010778398,0.9753905,0.014184911,0.0051704273,0.00019479371,0.003129502],"study_design_scores_gemma":[0.000009777696,0.000017507364,0.0014008154,0.000004647695,0.000003328858,0.00006267959,0.00007326163,0.9953146,0.0012208939,0.0015603553,0.00031864672,0.00001337456],"about_ca_topic_score_codex":0.010880193,"about_ca_topic_score_gemma":0.0054386896,"teacher_disagreement_score":0.010880193,"about_ca_system_score_codex":0.0010426888,"about_ca_system_score_gemma":0.0009023323,"threshold_uncertainty_score":0.021633744},"labels":[],"label_agreement":null},{"id":"W1977742852","doi":"10.1002/nag.883","title":"Sinusoidal oscillations radiating from a cylindrical source in thermal conduction or groundwater flow: Closed‐form solutions","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geothermal Energy Systems and Applications","field":"Energy","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermal diffusivity; Thermal conduction; Mechanics; Hydraulic head; Thermal; RADIUS; Integral transform; Heat equation; Thermal conductivity; Geology; Physics; Mathematics; Geotechnical engineering; Mathematical analysis; Thermodynamics; Computer science","score_opus":0.04481856713631275,"score_gpt":0.357478517717081,"score_spread":0.31265995058076823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977742852","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07103329,0.0020625757,0.9044023,0.0012545936,0.00016130539,0.0001418436,0.00017252086,0.00028728988,0.020484388],"genre_scores_gemma":[0.8087312,0.0037356387,0.1542247,0.0005437538,0.00032790206,0.0006351469,0.000444465,0.00035823195,0.030999044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998271,0.00007199615,0.000007557774,0.000025900723,0.000044804667,0.000022663497],"domain_scores_gemma":[0.99867237,0.00088390545,0.00017174929,0.000044868048,0.00017170327,0.000055463006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010631781,0.0010112561,0.0006416848,0.00054660096,0.000336192,0.0011366063,0.00052791653,0.0017752512,0.0046642195],"category_scores_gemma":[0.0049238047,0.00031810298,0.0006774385,0.00048490404,0.0014167825,0.00095663476,0.0010127882,0.00087285554,0.0006073363],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009960811,0.000112204725,0.0011558457,0.00038369966,0.000047694368,0.00037431548,0.0004419339,0.7502757,0.009612538,0.20528509,0.0046311296,0.02758027],"study_design_scores_gemma":[0.000015604423,0.00001654532,0.00011513131,0.000019279496,0.0000050604035,0.00004724682,0.000048180795,0.98320526,0.0003656145,0.015226334,0.00092772924,0.0000080545215],"about_ca_topic_score_codex":0.0026046343,"about_ca_topic_score_gemma":0.0018789297,"teacher_disagreement_score":0.0046642195,"about_ca_system_score_codex":0.00047507905,"about_ca_system_score_gemma":0.00072859845,"threshold_uncertainty_score":0.0156033635},"labels":[],"label_agreement":null},{"id":"W1983578837","doi":"10.1002/nag.569","title":"On the mechanics of contact between a flexible transducer diaphragm located at a rigid boundary and an elastic material","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Contact Mechanics and Variational Inequalities","field":"Computer Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Isotropy; Diaphragm (acoustics); Contact mechanics; Displacement (psychology); Boundary value problem; Structural engineering; Materials science; Mechanics; Force transducer; Stress (linguistics); Applied mechanics; Transducer; Flexural strength; Classical mechanics; Engineering; Physics; Mathematics; Acoustics; Mathematical analysis; Vibration; Mechanical engineering; Finite element method; Optics","score_opus":0.04486938576639574,"score_gpt":0.3736263851298927,"score_spread":0.32875699936349695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983578837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6589893,0.0019414198,0.3177121,0.0012091687,0.00019096438,0.00008501303,0.0000676634,0.00006252294,0.019741835],"genre_scores_gemma":[0.9875493,0.0005920253,0.0061968537,0.00008984056,0.000061158644,0.000035515204,0.000025003656,0.00002107795,0.0054290965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956375,0.00012092425,0.000014114703,0.00008354008,0.00015066483,0.00006714414],"domain_scores_gemma":[0.99934083,0.00041480083,0.00007008798,0.000051541036,0.000060476228,0.0000622843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007595656,0.00036397556,0.0006726313,0.0005803904,0.0007165048,0.0013833051,0.0007675651,0.0015431709,0.002466509],"category_scores_gemma":[0.0019567106,0.0003120444,0.0003986546,0.0002712278,0.0024021445,0.0016020103,0.0017311729,0.0007292291,0.00042855047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049991166,0.00022351365,0.003454356,0.00030722652,0.000075294985,0.005211683,0.00090597133,0.4124378,0.21670668,0.3219561,0.0014477561,0.036773637],"study_design_scores_gemma":[0.000031222913,0.00019738969,0.0020916215,0.00003257382,0.00001615823,0.00072264695,0.00029063615,0.93689007,0.011345481,0.046716247,0.0016148047,0.00005121898],"about_ca_topic_score_codex":0.00064136076,"about_ca_topic_score_gemma":0.0002998338,"teacher_disagreement_score":0.002466509,"about_ca_system_score_codex":0.00040662292,"about_ca_system_score_gemma":0.00042333477,"threshold_uncertainty_score":0.00825125},"labels":[],"label_agreement":null},{"id":"W1998133801","doi":"10.1002/nag.222","title":"Probabilistic analysis of underground pillar stability","year":2002,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"National Science Foundation","keywords":"Pillar; Stability (learning theory); Probabilistic logic; Geotechnical engineering; Safety factor; Monte Carlo method; Reliability (semiconductor); Context (archaeology); Finite element method; Compressive strength; Random field; Factor of safety; Structural engineering; Engineering; Slope stability; Mathematics; Computer science; Geology; Statistics; Materials science","score_opus":0.04559429354466836,"score_gpt":0.3403623393384752,"score_spread":0.29476804579380683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998133801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7790477,0.00020622073,0.21665126,0.00012397974,0.000009308675,0.000027292479,0.000094163406,0.00013398746,0.0037061584],"genre_scores_gemma":[0.9976255,0.000029394312,0.0021227861,0.0000035819571,0.000002589976,0.00000940979,0.000020210256,0.0000049491523,0.00018151023],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994105,0.00016797561,0.000021317588,0.000097116186,0.00025710426,0.00004596671],"domain_scores_gemma":[0.9957961,0.0027449129,0.0005959033,0.00034738996,0.0004520685,0.000063637526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001229769,0.00022207203,0.00037267234,0.0007580391,0.00030098602,0.00047569923,0.0005257642,0.0004918468,0.0016136756],"category_scores_gemma":[0.006008042,0.0002845079,0.00035640007,0.0003457832,0.0011475201,0.0006106909,0.00065028516,0.0003722184,0.00013545723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047166992,0.000017880047,0.0032365334,0.000036299985,0.000022284295,0.00006392017,0.000030348923,0.9665846,0.0125811165,0.0113635,0.00007293845,0.00594342],"study_design_scores_gemma":[0.0000025582779,0.000028744613,0.0015036294,0.000002537307,0.0000066833386,0.00002574177,0.000007971441,0.99297214,0.0020201905,0.0033374128,0.00008548891,0.0000068161953],"about_ca_topic_score_codex":0.0013590604,"about_ca_topic_score_gemma":0.00090614305,"teacher_disagreement_score":0.0016136756,"about_ca_system_score_codex":0.0005126015,"about_ca_system_score_gemma":0.0002638313,"threshold_uncertainty_score":0.006503701},"labels":[],"label_agreement":null},{"id":"W2006640036","doi":"10.1002/nag.477","title":"Investigation of a modified sequential iteration approach for solving coupled reactive transport problems","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Radioactive element chemistry and processing","field":"Chemistry","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Applied mathematics; Computer science; Mathematical optimization; Calculus (dental); Mathematics","score_opus":0.06826874181538965,"score_gpt":0.3755297870817087,"score_spread":0.30726104526631903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006640036","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05437105,0.00019381779,0.94006604,0.00016089082,0.00006392743,0.0001407283,0.000029484274,0.0003500201,0.004624114],"genre_scores_gemma":[0.4056697,0.00023745168,0.59031546,0.00009365562,0.0000530559,0.00038346433,0.00010857757,0.00016717667,0.0029714515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948126,0.0002023101,0.000025043446,0.000050237464,0.00020589659,0.00003532497],"domain_scores_gemma":[0.99868554,0.0007562029,0.00009741674,0.000080929385,0.00031635983,0.000063646155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014205951,0.00080093415,0.00071645563,0.0003546537,0.00037222655,0.0004534923,0.0012094992,0.0008559937,0.0014770932],"category_scores_gemma":[0.0031158125,0.00036912202,0.0007367089,0.00032320406,0.0005539963,0.00059407216,0.00079028384,0.0007290078,0.0003106499],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001464778,0.000092484464,0.0014139048,0.00013354748,0.00006171496,0.00011919014,0.00011856615,0.93955064,0.008264446,0.012494165,0.00056735676,0.03703755],"study_design_scores_gemma":[0.000009200315,0.000027115422,0.000041133666,0.0000018046692,0.00000218775,0.000007908305,0.0000029609655,0.99881124,0.00037000215,0.000496637,0.00022781611,0.0000019820943],"about_ca_topic_score_codex":0.0059346748,"about_ca_topic_score_gemma":0.0037882654,"teacher_disagreement_score":0.0059346748,"about_ca_system_score_codex":0.00046242392,"about_ca_system_score_gemma":0.0012544325,"threshold_uncertainty_score":0.011800289},"labels":[],"label_agreement":null},{"id":"W2017859206","doi":"10.1002/nag.711","title":"Uniform asymptotic Green's functions for efficient modeling of cracks in elastic layers with relative shear deformation controlled by linear springs","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Discontinuity (linguistics); Mathematical analysis; Shear (geology); Linear elasticity; Geometry; Fourier series; Displacement field; Mechanics; Spring (device); Displacement (psychology); Deformation (meteorology); Materials science; Geology; Structural engineering; Mathematics; Finite element method; Physics; Engineering; Composite material","score_opus":0.017671496667200845,"score_gpt":0.30213591973343473,"score_spread":0.2844644230662339,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017859206","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14943323,0.00009764981,0.8463455,0.00009333152,0.000025168298,0.000031939016,0.000027324724,0.00040152663,0.0035444305],"genre_scores_gemma":[0.878035,0.00010301572,0.119038284,0.000033601955,0.000012909876,0.00007881093,0.000038568905,0.00011634446,0.0025435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998522,0.000046772282,0.0000070129095,0.000011251092,0.00006142358,0.000021395703],"domain_scores_gemma":[0.9995834,0.00022408496,0.000048483405,0.00003981008,0.00007825702,0.000025943427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057173736,0.00049292884,0.00044294077,0.000573828,0.00026849716,0.000434411,0.0006595376,0.0009295656,0.0011717326],"category_scores_gemma":[0.0018925762,0.00024291767,0.00044609696,0.00030190768,0.00096018455,0.00067196944,0.00063120615,0.00052209216,0.00024827814],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037159713,0.000047471913,0.00047324758,0.000029527891,0.0000064080787,0.00009109285,0.00006875177,0.95561606,0.012423139,0.020949798,0.0002268483,0.01003054],"study_design_scores_gemma":[0.0000019393533,0.0000033186038,0.000020126055,0.0000012672401,4.2254408e-7,0.000005178736,0.0000029768887,0.9986186,0.0004517336,0.00082450634,0.000068793015,0.0000011848723],"about_ca_topic_score_codex":0.002638843,"about_ca_topic_score_gemma":0.0015564308,"teacher_disagreement_score":0.002638843,"about_ca_system_score_codex":0.000538951,"about_ca_system_score_gemma":0.00056685385,"threshold_uncertainty_score":0.0052469373},"labels":[],"label_agreement":null},{"id":"W2018185662","doi":"10.1002/nag.774","title":"Finite element formulation for poroelastic problem with zero effective stress boundary condition","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Poromechanics; Convergence (economics); Borehole; Nonlinear system; Finite element method; Boundary value problem; Stress (linguistics); Boundary (topology); Stability (learning theory); Hydraulic fracturing; Numerical analysis; Computer simulation; Applied mathematics; Geology; Computer science; Mechanics; Mathematics; Geotechnical engineering; Engineering; Mathematical analysis; Structural engineering; Porous medium; Porosity; Physics","score_opus":0.014116190328418581,"score_gpt":0.34861183577452753,"score_spread":0.33449564544610894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018185662","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0137039665,0.00027506685,0.9779178,0.00029878423,0.000065386346,0.00009620827,0.0001042328,0.00010655471,0.0074319816],"genre_scores_gemma":[0.45853606,0.00089465844,0.5156119,0.00022117261,0.00012250878,0.00092278986,0.00039983905,0.00017211745,0.023119006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996376,0.00011747612,0.000021437756,0.000042275915,0.00015816343,0.000023076342],"domain_scores_gemma":[0.99942565,0.000354923,0.000046307792,0.00003241214,0.00011207048,0.000028639808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000852548,0.0007420828,0.0010629734,0.00053540943,0.0005150344,0.0010068829,0.00112502,0.0027028853,0.0048541315],"category_scores_gemma":[0.0015590547,0.0005029071,0.0006213931,0.00046396063,0.000985082,0.0007535327,0.001210502,0.0011611731,0.0009151458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006693338,0.000065486085,0.00044448185,0.00025341395,0.00001794228,0.0003008628,0.00019292861,0.9389903,0.010540886,0.0318167,0.00090655015,0.016403493],"study_design_scores_gemma":[0.000013110621,0.00002708683,0.000054820946,0.000012252265,0.000003512355,0.000041485455,0.000026201355,0.9958425,0.0007392684,0.0018748781,0.001359387,0.0000054537813],"about_ca_topic_score_codex":0.0024634735,"about_ca_topic_score_gemma":0.001967634,"teacher_disagreement_score":0.0048541315,"about_ca_system_score_codex":0.00037478848,"about_ca_system_score_gemma":0.00088439224,"threshold_uncertainty_score":0.016238749},"labels":[],"label_agreement":null},{"id":"W2018924371","doi":"10.1002/nag.721","title":"Parallel generation of initial element assemblies for two‐dimensional discrete element simulations","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Discrete element method; Scalability; Computer science; Domain (mathematical analysis); Computational science; Multiprocessing; Workstation; Extended discrete element method; Element (criminal law); Parallel computing; Granular material; Point (geometry); Material point method; Algorithm; Domain decomposition methods; Multi-core processor; Finite element method; Engineering; Geometry; Mechanics; Structural engineering; Extended finite element method; Mathematics; Geotechnical engineering; Physics","score_opus":0.07062941343684805,"score_gpt":0.40937407290769223,"score_spread":0.3387446594708442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018924371","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09561338,0.00006313366,0.8958218,0.0001150351,0.00009311145,0.00020244275,0.00012078187,0.00169344,0.0062767966],"genre_scores_gemma":[0.49176097,0.00006018329,0.50432616,0.000041848394,0.00001531664,0.0004269664,0.00039744505,0.00036945363,0.002601719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996648,0.00008131425,0.000021716633,0.000036519177,0.00014828317,0.00004747539],"domain_scores_gemma":[0.9984394,0.0007752195,0.000085111984,0.00026699394,0.0003189568,0.00011430776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087493024,0.00052590703,0.00093911676,0.00059290207,0.0008077718,0.00093007233,0.0011256984,0.0008171261,0.0040246625],"category_scores_gemma":[0.0028613273,0.00061871577,0.0005317666,0.0005608522,0.0008892048,0.000646045,0.0014434184,0.000867618,0.00084291137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016124338,0.00009349171,0.0011062223,0.00006527197,0.000015959002,0.00017076754,0.0002110327,0.9538835,0.0067720045,0.009834883,0.00088141195,0.026804175],"study_design_scores_gemma":[0.00002734854,0.000016691,0.000050462146,0.000002922917,0.000001952454,0.000009973288,0.000015829812,0.994835,0.0025510688,0.0016335762,0.0008509813,0.000004142347],"about_ca_topic_score_codex":0.0019708036,"about_ca_topic_score_gemma":0.001867837,"teacher_disagreement_score":0.0040246625,"about_ca_system_score_codex":0.0006365612,"about_ca_system_score_gemma":0.0008245225,"threshold_uncertainty_score":0.013463795},"labels":[],"label_agreement":null},{"id":"W2026682214","doi":"10.1002/nag.547","title":"A new approximation for pore pressure accumulation in marine sediment due to water waves","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Pore water pressure; Consolidation (business); Submarine pipeline; Geotechnical engineering; Geology; Sediment; Poromechanics; Mechanics; Geomorphology; Physics; Porosity; Porous medium","score_opus":0.026603261374492045,"score_gpt":0.3426271897265784,"score_spread":0.31602392835208637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026682214","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13388531,0.0016120947,0.8447772,0.0008000298,0.0005750072,0.000087012646,0.00013753588,0.00052963453,0.017596086],"genre_scores_gemma":[0.9434467,0.0015585934,0.04014199,0.00017820903,0.0003223722,0.000096094016,0.00008306178,0.00012933848,0.014043685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970704,0.000060345803,0.000020601687,0.00004010745,0.00013074109,0.000041138606],"domain_scores_gemma":[0.9993973,0.00017740155,0.000119422955,0.00009486985,0.00015797633,0.000053131156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048461944,0.000671307,0.00036898514,0.0007183761,0.00034284015,0.0010275396,0.0014596615,0.00095784635,0.001119527],"category_scores_gemma":[0.0022460362,0.00028671027,0.0006274529,0.00057717727,0.0010372872,0.0014318725,0.0011599179,0.0010291291,0.0004096526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014335127,0.00017789776,0.003916652,0.00029054016,0.00006268362,0.0021721006,0.00031087405,0.7510666,0.047373816,0.14974584,0.002729332,0.04201026],"study_design_scores_gemma":[0.000004673734,0.000011836141,0.00021025872,0.0000058503365,0.000004362703,0.00005147852,0.00001001553,0.9952182,0.0007958336,0.0029681474,0.0007137845,0.000005543352],"about_ca_topic_score_codex":0.004411206,"about_ca_topic_score_gemma":0.0018532543,"teacher_disagreement_score":0.004411206,"about_ca_system_score_codex":0.000618916,"about_ca_system_score_gemma":0.00066589366,"threshold_uncertainty_score":0.008771062},"labels":[],"label_agreement":null},{"id":"W2027494890","doi":"10.1002/nag.841","title":"A destructuration theory and its application to SANICLAY model","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Shell Exploration and Production Company","keywords":"Isotropy; Constitutive equation; Consolidation (business); Yield surface; Geotechnical engineering; Mathematics; Critical state soil mechanics; Engineering; Structural engineering; Finite element method; Physics","score_opus":0.016922288402927293,"score_gpt":0.3514679085299783,"score_spread":0.33454562012705097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027494890","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17939404,0.0008268555,0.7901346,0.00039141974,0.000058319507,0.0000516362,0.00014551033,0.0004874044,0.028510137],"genre_scores_gemma":[0.9633929,0.00051973615,0.028989995,0.00004877564,0.000031346986,0.00005106264,0.00008176753,0.000084095635,0.006800339],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998229,0.00002850973,0.000009401808,0.000040407856,0.000074349635,0.000024396597],"domain_scores_gemma":[0.99980897,0.000041705665,0.00004831929,0.000036735335,0.000044729226,0.000019650637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000274121,0.0005119743,0.0005067828,0.000647589,0.00035303028,0.00091181364,0.0011720095,0.0009122139,0.0013011266],"category_scores_gemma":[0.00059894787,0.00026814645,0.0007035694,0.00033643632,0.0011462785,0.00089558755,0.00086168846,0.00074680004,0.00027789501],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046839777,0.000037406942,0.0012745614,0.000059214417,0.000017856622,0.00027631872,0.00017777095,0.8275496,0.012162089,0.14474392,0.00049704744,0.0131573975],"study_design_scores_gemma":[0.000004797042,0.00002469514,0.0001950182,0.0000049761516,0.000005513395,0.0000763082,0.000020078385,0.98207515,0.0018508919,0.014119321,0.0016153544,0.000007950078],"about_ca_topic_score_codex":0.0035953703,"about_ca_topic_score_gemma":0.0016140023,"teacher_disagreement_score":0.0035953703,"about_ca_system_score_codex":0.0007611956,"about_ca_system_score_gemma":0.0005111273,"threshold_uncertainty_score":0.0071489215},"labels":[],"label_agreement":null},{"id":"W2028021586","doi":"10.1002/nag.377","title":"Effects of boundary conditions and partial drainage on cyclic simple shear test results—a numerical study","year":2004,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Geotechnical engineering; Finite element method; Pore water pressure; Effective stress; Simple shear; Shear (geology); Triaxial shear test; Liquefaction; Constitutive equation; Boundary value problem; Mechanics; Materials science; Structural engineering; Geology; Engineering; Mathematics; Composite material; Physics; Mathematical analysis","score_opus":0.01586367126841189,"score_gpt":0.3443934290697572,"score_spread":0.3285297578013453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028021586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940242,0.00009877842,0.0046324763,0.000031803233,0.000007242324,0.0000110660185,0.00007932157,0.00007465122,0.0010405441],"genre_scores_gemma":[0.9977448,0.00003435496,0.0019717887,0.0000071434333,0.000001503548,0.000008065365,0.00004403198,0.000013693376,0.00017455574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996656,0.00010703172,0.000035181256,0.000039066304,0.00010880218,0.000044387896],"domain_scores_gemma":[0.99589574,0.0031451527,0.0003417531,0.00026796228,0.00028226606,0.000067089924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068145746,0.000313148,0.00038956877,0.00047887664,0.0003415613,0.00045798163,0.00040564762,0.0007184161,0.0015739369],"category_scores_gemma":[0.004439945,0.00016702391,0.00028444905,0.00051667006,0.0006572918,0.0004020881,0.00048108143,0.00027745633,0.00010578556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007658982,0.00031373402,0.022352418,0.00034432433,0.000056125627,0.00075721275,0.00042916922,0.85801375,0.09360979,0.0014965757,0.0004795884,0.021381427],"study_design_scores_gemma":[0.000041157815,0.0003001372,0.005925516,0.000025644262,0.000022972072,0.00013537265,0.000113220754,0.9510625,0.041637152,0.00023327609,0.00047211954,0.000030973206],"about_ca_topic_score_codex":0.0035966826,"about_ca_topic_score_gemma":0.0032171141,"teacher_disagreement_score":0.0035966826,"about_ca_system_score_codex":0.00038441663,"about_ca_system_score_gemma":0.00023978698,"threshold_uncertainty_score":0.007151544},"labels":[],"label_agreement":null},{"id":"W2032176772","doi":"10.1002/nag.709","title":"An elastoplastic evaluation of the stress state around cylindrical openings based on a closed multiaxial yield surface","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stress (linguistics); Yield (engineering); Yield surface; Structural engineering; Ultimate tensile strength; Surface (topology); Plasticity; Geometry; Mechanics; Mathematics; Engineering; Materials science; Finite element method; Physics; Constitutive equation; Composite material","score_opus":0.04089745726173025,"score_gpt":0.3520366682152758,"score_spread":0.3111392109535456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032176772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7771656,0.00017167971,0.21962525,0.00008323992,0.00001467692,0.000023648561,0.000034111523,0.00011510686,0.0027667172],"genre_scores_gemma":[0.9928731,0.000050129693,0.0066905604,0.0000046309165,0.0000030181832,0.000006711745,0.00000876114,0.000006109948,0.00035694454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998266,0.000048622827,0.000008051652,0.000025847585,0.000073416035,0.000017382581],"domain_scores_gemma":[0.99964356,0.00016163834,0.000082578284,0.000024933757,0.000062188,0.000025023399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035660467,0.00037036985,0.0002973452,0.0004962644,0.00021419142,0.0007013678,0.00029762485,0.00047961486,0.00063549884],"category_scores_gemma":[0.0011960724,0.00017563518,0.0001795225,0.00026677657,0.0010390967,0.0006448587,0.0006090895,0.0002721707,0.00008259366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023967263,0.000110814675,0.0037781408,0.00009407501,0.000020121624,0.0009073831,0.0003845476,0.62998366,0.31413916,0.017989667,0.00019145673,0.03216131],"study_design_scores_gemma":[0.00000691381,0.0000899535,0.001344214,0.000007222416,0.0000043051077,0.00016487001,0.00007627145,0.97499484,0.021794586,0.001189276,0.00031103837,0.000016474796],"about_ca_topic_score_codex":0.00040840873,"about_ca_topic_score_gemma":0.0004423353,"teacher_disagreement_score":0.0007013678,"about_ca_system_score_codex":0.00028007638,"about_ca_system_score_gemma":0.0002310544,"threshold_uncertainty_score":0.0021259785},"labels":[],"label_agreement":null},{"id":"W2041920086","doi":"10.1002/nag.723","title":"Thermal reservoir modeling in petroleum geomechanics","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Geomechanics; Finite element method; Geology; Advection; Mechanics; Discontinuity (linguistics); Representative elementary volume; Discretization; Geotechnical engineering; Finite volume method; Thermal; Temperature gradient; Engineering; Thermodynamics; Meteorology; Structural engineering; Mathematics; Physics","score_opus":0.0815466168542511,"score_gpt":0.3909498602796177,"score_spread":0.3094032434253666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041920086","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19104369,0.0010233179,0.7887867,0.00039502623,0.000088029075,0.00005865242,0.00020495753,0.0005502153,0.01784939],"genre_scores_gemma":[0.96817553,0.0004292955,0.02303975,0.00004712344,0.000021147043,0.00005824548,0.00006510693,0.000047726095,0.008116102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999018,0.000035795572,0.000004847219,0.000015685337,0.00003161646,0.000010273419],"domain_scores_gemma":[0.99990726,0.000032392953,0.000016248096,0.000014203542,0.000020410856,0.000009552711],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016050924,0.0003967639,0.00040908108,0.00025803052,0.00026166614,0.0006419622,0.00050614675,0.0007743502,0.0022209245],"category_scores_gemma":[0.00044215904,0.00024320709,0.0004045345,0.00026934096,0.00061193464,0.0008650953,0.00066305656,0.00036735923,0.0002869843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001713197,0.000019075494,0.00042303608,0.000032060565,0.000010840753,0.00006722019,0.000025045778,0.97358876,0.0062591885,0.011899433,0.00019772419,0.007460514],"study_design_scores_gemma":[0.0000018946881,0.000006321291,0.00007679135,0.0000019360543,0.0000014008604,0.000011368032,0.0000041804897,0.9976683,0.00041072318,0.0014567866,0.00035804513,0.0000020532152],"about_ca_topic_score_codex":0.004663447,"about_ca_topic_score_gemma":0.0027708074,"teacher_disagreement_score":0.004663447,"about_ca_system_score_codex":0.0003460447,"about_ca_system_score_gemma":0.0006533954,"threshold_uncertainty_score":0.009272575},"labels":[],"label_agreement":null},{"id":"W2042064465","doi":"10.1002/nag.122","title":"Strength of two structured soils in triaxial compression","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Geotechnical engineering; Triaxial shear test; Mohr–Coulomb theory; Cohesion (chemistry); Residual strength; Shear band; Cementation (geology); Materials science; Shear (geology); Geology; Softening; Stress path; Consolidation (business); Direct shear test; Granular material; Composite material; Structural engineering; Engineering; Finite element method; Cement; Physics","score_opus":0.027448651952181363,"score_gpt":0.3708167321386273,"score_spread":0.34336808018644593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042064465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866724,0.000060301612,0.00041612278,0.000008782041,0.0000028288857,0.0000064494625,0.00014246756,0.000019588217,0.00067617866],"genre_scores_gemma":[0.9992743,0.000034775083,0.00015365392,0.000006294927,0.0000014900148,0.0000065856116,0.00017089573,0.0000033770623,0.00034866805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960726,0.000027289972,0.000023457567,0.00006195229,0.00018274375,0.00009726741],"domain_scores_gemma":[0.99909294,0.00016756357,0.0001978832,0.000056026867,0.00028986536,0.0001957179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032214122,0.00042463985,0.0003270189,0.0013542346,0.00026694476,0.00041950532,0.00038245303,0.00042912195,0.002625104],"category_scores_gemma":[0.0009421002,0.00023943902,0.00017519461,0.00088734017,0.00064911024,0.0003664222,0.00056287297,0.0003127294,0.0004238872],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016497426,0.00016297995,0.020325199,0.00014538434,0.00005776078,0.0006528957,0.00027123862,0.007773697,0.9544329,0.0004134381,0.00017329877,0.013941492],"study_design_scores_gemma":[0.000055474527,0.001639225,0.23415318,0.000040354647,0.00006734315,0.0007085782,0.000766754,0.03171404,0.72934854,0.0003369104,0.0011067782,0.00006283336],"about_ca_topic_score_codex":0.0023530808,"about_ca_topic_score_gemma":0.0026953393,"teacher_disagreement_score":0.002625104,"about_ca_system_score_codex":0.00030921327,"about_ca_system_score_gemma":0.0003115382,"threshold_uncertainty_score":0.00878185},"labels":[],"label_agreement":null},{"id":"W2043525934","doi":"10.1002/nag.141","title":"On failure criteria for anisotropic cohesive‐frictional materials","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":217,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Anisotropy; Traction (geology); Tensor (intrinsic definition); Structural engineering; Materials science; Mathematics; Engineering; Geometry; Physics; Mechanical engineering","score_opus":0.04027660588207351,"score_gpt":0.38270764096167187,"score_spread":0.3424310350795984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043525934","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47883976,0.0016449747,0.4982883,0.00034507847,0.00006683551,0.0001091942,0.00015923112,0.000118772245,0.020427784],"genre_scores_gemma":[0.98089397,0.00024553997,0.01688003,0.00002923378,0.000061328465,0.000069185306,0.00008166806,0.00003897323,0.0017001495],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9991842,0.00023744121,0.000062660576,0.00006257643,0.00035607218,0.00009706346],"domain_scores_gemma":[0.9968803,0.0014318676,0.0004826032,0.00013051697,0.00090267026,0.00017206877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002291191,0.0009896089,0.0006593136,0.0024254264,0.00042425262,0.0010993021,0.00072020054,0.00083851855,0.0012732834],"category_scores_gemma":[0.0053260964,0.00023435337,0.00034117937,0.0005554191,0.001050551,0.0007525026,0.00073751644,0.00050139957,0.00023386252],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028884326,0.000107683154,0.005611192,0.00033428113,0.000051850766,0.0007164832,0.00056586944,0.34007812,0.055822104,0.5386509,0.0029267927,0.054845974],"study_design_scores_gemma":[0.000021980168,0.00007542505,0.0020747944,0.000045071396,0.0000121899,0.00018203762,0.00009561783,0.8890356,0.0041671414,0.10182902,0.0024252166,0.000035853333],"about_ca_topic_score_codex":0.0016814707,"about_ca_topic_score_gemma":0.0010168334,"teacher_disagreement_score":0.0024254264,"about_ca_system_score_codex":0.00064134516,"about_ca_system_score_gemma":0.00029112515,"threshold_uncertainty_score":0.012117088},"labels":[],"label_agreement":null},{"id":"W2044938444","doi":"10.1002/nag.460","title":"A continuum mechanics based framework for optimizing boundary and finite element meshes associated with underground excavations—accuracy, efficiency and applications","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Concordia University","funders":"","keywords":"Discretization; Polygon mesh; Computation; A priori and a posteriori; Finite element method; Geomechanics; Computer science; Boundary (topology); Mathematical optimization; Mesh generation; Rock mechanics; Domain (mathematical analysis); Algorithm; Mathematics; Engineering; Structural engineering; Geotechnical engineering; Mathematical analysis","score_opus":0.033030650949967995,"score_gpt":0.3798491383395976,"score_spread":0.3468184873896296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044938444","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047141393,0.000036588866,0.9947225,0.000024803916,0.0000038894245,0.00001947333,0.000008893605,0.00008669315,0.00038305],"genre_scores_gemma":[0.23445319,0.00012839484,0.76380175,0.000032536413,0.000018935947,0.00018146576,0.00007665614,0.00020451154,0.0011024766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930286,0.00023227371,0.000034065677,0.00007610876,0.00030792344,0.000046701138],"domain_scores_gemma":[0.99903834,0.0005113743,0.000097530734,0.00009467926,0.00022612892,0.000031897725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021978677,0.00058608234,0.0011604455,0.0010642355,0.0004373957,0.0011826177,0.0012901722,0.0009808238,0.001107999],"category_scores_gemma":[0.0030769343,0.0006676313,0.00070285896,0.0007586769,0.0010867981,0.00071349577,0.0011781367,0.000795471,0.0003189672],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026765687,0.00003849083,0.00029766976,0.000041489322,0.0000115391695,0.000033190478,0.00003924176,0.9464381,0.0070064003,0.016385451,0.00023385054,0.029447783],"study_design_scores_gemma":[0.0000032745786,0.000007802274,0.000033695527,0.0000030553651,0.0000016880555,0.0000045304223,0.0000031667498,0.9965963,0.00080971676,0.0022513913,0.00028309837,0.0000022410093],"about_ca_topic_score_codex":0.0027124844,"about_ca_topic_score_gemma":0.0022529585,"teacher_disagreement_score":0.0027124844,"about_ca_system_score_codex":0.0009901442,"about_ca_system_score_gemma":0.0010095667,"threshold_uncertainty_score":0.011623561},"labels":[],"label_agreement":null},{"id":"W2055250610","doi":"10.1002/nag.192","title":"Numerical modelling of fluid flow in microscopic images of granular materials","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Anisotropy; Permeability (electromagnetism); Porous medium; Porosity; Mechanics; Materials science; Granular material; Fluid dynamics; Flow (mathematics); Geotechnical engineering; Mineralogy; Geology; Physics; Composite material; Chemistry; Optics","score_opus":0.03205448953360165,"score_gpt":0.33658406157249043,"score_spread":0.3045295720388888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055250610","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37554407,0.00015484414,0.6184332,0.0001435661,0.000040132287,0.00010863386,0.00017785249,0.0011502766,0.004247525],"genre_scores_gemma":[0.8842155,0.000109261426,0.11377932,0.000019238467,0.000010586462,0.000112408765,0.0001211033,0.00006142341,0.0015712421],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999261,0.000014686839,0.000004109631,0.000013223836,0.000029108105,0.000012894773],"domain_scores_gemma":[0.99976593,0.00012600434,0.000036949343,0.000022499868,0.000024673967,0.000023965835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021626159,0.00035734024,0.00038531463,0.0003722599,0.00030480677,0.00067833916,0.00053687784,0.0005858163,0.0009069381],"category_scores_gemma":[0.00075638277,0.00026668934,0.0003520709,0.00027024897,0.00066758005,0.00039154486,0.00044380254,0.0003283372,0.0001225898],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006094291,0.000025234553,0.00068481907,0.00003300623,0.000009163139,0.00008457229,0.00005429475,0.9717147,0.01713611,0.0046844296,0.00014391514,0.0053686774],"study_design_scores_gemma":[0.0000061845417,0.000006070883,0.000100109166,0.0000013714995,0.0000010000372,0.000009782629,0.000002498669,0.99793774,0.0013663565,0.00040439394,0.0001622402,0.0000021692856],"about_ca_topic_score_codex":0.003717376,"about_ca_topic_score_gemma":0.0017822506,"teacher_disagreement_score":0.003717376,"about_ca_system_score_codex":0.00066658703,"about_ca_system_score_gemma":0.0006004814,"threshold_uncertainty_score":0.007391453},"labels":[],"label_agreement":null},{"id":"W2055625835","doi":"10.1002/nag.163","title":"Friction and degradation of rock joint surfaces under shear loads","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":157,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Dilatant; Shearing (physics); Direct shear test; Joint (building); Profilometer; Surface finish; Shear (geology); Surface roughness; Composite material; Shear stress; Materials science; Shear strength (soil); Geotechnical engineering; Geology; Structural engineering; Engineering","score_opus":0.050821326232333375,"score_gpt":0.3518349366117067,"score_spread":0.3010136103793733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055625835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993111,0.000076758486,0.00044861305,0.0000020676405,0.0000016672017,0.0000021549406,0.000023855942,0.000010359817,0.00012342584],"genre_scores_gemma":[0.99949443,0.00001948396,0.00024567152,0.000002213836,5.3205036e-7,0.000001908175,0.000038033897,0.0000038042801,0.00019393911],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966705,0.00004247336,0.000027671145,0.000058262245,0.00014988212,0.00005461479],"domain_scores_gemma":[0.99943346,0.00013075107,0.00017138718,0.000075059106,0.000123402,0.00006579858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035159726,0.0002967389,0.00029676067,0.0004606977,0.00017961547,0.0003683499,0.00019493763,0.00029057026,0.0009964976],"category_scores_gemma":[0.00094545685,0.0002341905,0.00026718335,0.00025869216,0.000432562,0.00020212328,0.00029110376,0.00022781598,0.00018788196],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038561228,0.000016564476,0.007016005,0.000044893735,0.000018649713,0.00018862146,0.00015916422,0.0018081395,0.9875894,0.0000317884,0.000018836125,0.0027224638],"study_design_scores_gemma":[0.000022879829,0.0012453827,0.19120657,0.000014190971,0.000054427994,0.0007537085,0.0005118023,0.018431794,0.7865337,0.00008169573,0.0011023688,0.000041472158],"about_ca_topic_score_codex":0.0012380081,"about_ca_topic_score_gemma":0.0012601664,"teacher_disagreement_score":0.0012380081,"about_ca_system_score_codex":0.00023800509,"about_ca_system_score_gemma":0.000105632746,"threshold_uncertainty_score":0.0033336282},"labels":[],"label_agreement":null},{"id":"W2067083573","doi":"10.1002/nag.274","title":"Kinematic modelling of shear band localization using discrete finite elements","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Shear band; Finite element method; Shear (geology); Classification of discontinuities; Mechanics; Geology; Geotechnical engineering; Kinematics; Mohr–Coulomb theory; Simple shear; Structural engineering; Lateral earth pressure; Engineering; Physics; Mathematics; Classical mechanics; Mathematical analysis","score_opus":0.05074630645833856,"score_gpt":0.35267315512577385,"score_spread":0.3019268486674353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067083573","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.034895502,0.00007566759,0.96201533,0.00004122215,0.00002698845,0.00002299278,0.000032022966,0.00028645486,0.002603826],"genre_scores_gemma":[0.74518484,0.00020461324,0.24998054,0.000017141585,0.0000152829,0.00010613353,0.000118593525,0.00008160178,0.004291251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974674,0.00006978343,0.000021386513,0.000034267912,0.00011047248,0.000017407852],"domain_scores_gemma":[0.99955624,0.00018046879,0.000075472395,0.00008130309,0.0000838047,0.000022775643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054207415,0.00046543905,0.00044367267,0.00068617635,0.0003294076,0.0009871075,0.000745192,0.0007378732,0.0017181049],"category_scores_gemma":[0.0012992827,0.00045658063,0.00045238528,0.0003266017,0.0009623262,0.00052098214,0.0006677566,0.00052823615,0.00044988524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029101337,0.000021667338,0.0005966735,0.000030343223,0.00000787875,0.000047512312,0.00009312996,0.9608725,0.00875683,0.016393064,0.00012527024,0.013026019],"study_design_scores_gemma":[0.000002592421,0.000006259898,0.000040405357,0.0000037287846,0.0000017189949,0.0000054850475,0.0000035923447,0.99752027,0.0011471973,0.0007677912,0.00049917406,0.0000018011854],"about_ca_topic_score_codex":0.0024518813,"about_ca_topic_score_gemma":0.0014731201,"teacher_disagreement_score":0.0024518813,"about_ca_system_score_codex":0.0004179217,"about_ca_system_score_gemma":0.00039526852,"threshold_uncertainty_score":0.0057476163},"labels":[],"label_agreement":null},{"id":"W2070614389","doi":"10.1002/nag.125","title":"Description of soil anisotropy based on multi‐laminate framework","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Cohesion (chemistry); Anisotropy; Friction angle; Internal friction; Coulomb; Plane stress; Set (abstract data type); Orientation (vector space); Mathematics; Materials science; Geotechnical engineering; Structural engineering; Geometry; Geology; Computer science; Physics; Engineering; Finite element method; Composite material","score_opus":0.0453954876794166,"score_gpt":0.37584180722312693,"score_spread":0.33044631954371034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070614389","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24653502,0.0010325325,0.73312837,0.00028132758,0.000079548445,0.00006606594,0.00025814385,0.00026853324,0.018350415],"genre_scores_gemma":[0.9619317,0.00051549234,0.034559708,0.000035384917,0.000038220507,0.000045667937,0.00008922999,0.00004544042,0.0027393145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997509,0.000052541465,0.000014291427,0.000039694434,0.00009252339,0.00005004203],"domain_scores_gemma":[0.99972886,0.00005369401,0.00008239762,0.00004105559,0.00006648764,0.00002748795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000310012,0.00045579986,0.0003962517,0.0007898855,0.00030687964,0.0010401877,0.0005859846,0.0005916503,0.0010871895],"category_scores_gemma":[0.0005561058,0.0002138643,0.00038389367,0.00044792602,0.0005487598,0.0009519841,0.0004784637,0.00054676767,0.00026507684],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006449118,0.000076051016,0.004495058,0.00019090054,0.000039756273,0.0009627452,0.00018630964,0.69969887,0.05672389,0.21285811,0.0012317341,0.023472067],"study_design_scores_gemma":[0.0000070839205,0.000031574524,0.0013608796,0.000022276892,0.0000074006707,0.00041741043,0.000063273255,0.96806026,0.003548095,0.02256903,0.0038923577,0.000020278505],"about_ca_topic_score_codex":0.0010614156,"about_ca_topic_score_gemma":0.0014420885,"teacher_disagreement_score":0.0010871895,"about_ca_system_score_codex":0.00032680758,"about_ca_system_score_gemma":0.00032979946,"threshold_uncertainty_score":0.0036370158},"labels":[],"label_agreement":null},{"id":"W2072641886","doi":"10.1002/nag.1045","title":"Fabric dilatancy and the plasticity modeling of granular media","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dilatant; Granular material; Geomechanics; Plasticity; Geotechnical engineering; Mechanics; Isotropy; Strain rate; Consolidation (business); Anisotropy; Plane stress; Stress (linguistics); Materials science; Geology; Composite material; Thermodynamics; Physics","score_opus":0.04018431252694186,"score_gpt":0.3074559857084907,"score_spread":0.2672716731815488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072641886","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4663865,0.0008125851,0.50115544,0.00088185933,0.00012580842,0.00008272549,0.00022778245,0.00042701882,0.029900294],"genre_scores_gemma":[0.98767006,0.00019496218,0.0077864295,0.000022665034,0.00002101367,0.000026622833,0.00003184881,0.000028842094,0.0042177024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992144,0.000021364194,0.0000044653084,0.000013646301,0.000023817576,0.000015343798],"domain_scores_gemma":[0.9998605,0.000043382963,0.000040792664,0.000019200155,0.000018562687,0.000017539352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021768178,0.000366789,0.00029859232,0.00042203287,0.00025868748,0.00090640766,0.0006369468,0.00048498937,0.000891244],"category_scores_gemma":[0.0005801611,0.00018941285,0.0004085828,0.0002556469,0.00086433435,0.0007315159,0.00062635774,0.00044603823,0.00021069031],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002531165,0.000026071531,0.0006052054,0.000021911614,0.000007381884,0.00016687761,0.00004009205,0.9544415,0.0062043928,0.034634158,0.00018856567,0.0036385916],"study_design_scores_gemma":[0.0000027630063,0.000009303392,0.00021330324,0.0000022766942,0.0000016039286,0.000020852896,0.000008378665,0.9913982,0.00049871,0.0075050853,0.00033531638,0.0000041290327],"about_ca_topic_score_codex":0.003205028,"about_ca_topic_score_gemma":0.0018390276,"teacher_disagreement_score":0.003205028,"about_ca_system_score_codex":0.0005939046,"about_ca_system_score_gemma":0.000331865,"threshold_uncertainty_score":0.00637275},"labels":[],"label_agreement":null},{"id":"W2084689937","doi":"10.1002/nag.331","title":"Advective transport from a penny‐shaped crack in a porous medium and an associated uniqueness theorem","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Uniqueness; Advection; Porous medium; Mechanics; Boundary value problem; Flow (mathematics); Mathematical analysis; Porosity; Mathematics; Geology; Physics; Geotechnical engineering; Thermodynamics","score_opus":0.024772474912419486,"score_gpt":0.3641385164666476,"score_spread":0.3393660415542281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084689937","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21278475,0.0014393597,0.76993626,0.0015524284,0.00013813906,0.00010117898,0.00012075564,0.00010432943,0.013822783],"genre_scores_gemma":[0.9136849,0.000938979,0.073302515,0.00021696089,0.00012872025,0.0001710687,0.00009412957,0.00006254704,0.011400052],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997646,0.00007005153,0.000011715207,0.00004758049,0.000074845695,0.000031263116],"domain_scores_gemma":[0.998774,0.00077009783,0.00015659959,0.000045859342,0.00018728223,0.00006614083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000992433,0.00054058194,0.0005337425,0.00077002787,0.000678398,0.0013581882,0.00068942265,0.0012510653,0.0009044614],"category_scores_gemma":[0.0031765488,0.0003790865,0.00081450865,0.00021288877,0.0024543444,0.0018327239,0.0025927608,0.00089760363,0.00012160878],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007563994,0.000070593116,0.0016914919,0.00028466395,0.000045154742,0.0008497969,0.0003274371,0.3149499,0.031030022,0.6375965,0.0012440715,0.011834681],"study_design_scores_gemma":[0.000034895944,0.000059017875,0.00043992663,0.000030582,0.000013938297,0.0004675979,0.000093113194,0.9030663,0.004903257,0.08930826,0.0015536675,0.000029410676],"about_ca_topic_score_codex":0.0017619125,"about_ca_topic_score_gemma":0.0005925789,"teacher_disagreement_score":0.0017619125,"about_ca_system_score_codex":0.0005953815,"about_ca_system_score_gemma":0.000746354,"threshold_uncertainty_score":0.0052485466},"labels":[],"label_agreement":null},{"id":"W2086397140","doi":"10.1002/nag.494","title":"The numerical modelling of advective transport in the presence of fluid pressure transients","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Advection; Mechanics; Darcy's law; Flow (mathematics); Fluid dynamics; Transient flow; Porous medium; Boundary value problem; Transient (computer programming); Geology; Geotechnical engineering; Porosity; Mathematics; Physics; Thermodynamics; Meteorology; Computer science; Mathematical analysis","score_opus":0.0365639460854992,"score_gpt":0.36297193859073545,"score_spread":0.3264079925052363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086397140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49206433,0.0005290112,0.4971348,0.0005830361,0.00018501435,0.00007406812,0.00007327121,0.0003119027,0.009044526],"genre_scores_gemma":[0.98149174,0.00017830865,0.016384672,0.000025518442,0.000022665661,0.00004116726,0.000028083166,0.00001671749,0.0018110806],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997918,0.00006615584,0.0000151584145,0.00003211945,0.00006609309,0.000028627113],"domain_scores_gemma":[0.99908173,0.0005845634,0.00013649993,0.000055735905,0.00009100185,0.000050457744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005984095,0.0004187428,0.00053006446,0.0004542163,0.0005218153,0.0013692231,0.0007480821,0.0016130175,0.00048017912],"category_scores_gemma":[0.0025572802,0.0003193774,0.00042127722,0.00042381606,0.0019272034,0.00094201666,0.00073937525,0.0006716346,0.00009110544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036958263,0.000020916299,0.00043796413,0.0000248813,0.000008240356,0.00016038712,0.000052241674,0.98386073,0.004941972,0.008213026,0.00008322663,0.0021594593],"study_design_scores_gemma":[0.0000018647693,0.0000050092444,0.000040199062,0.0000012150567,0.0000013019952,0.000007568532,0.0000032574424,0.999005,0.000416769,0.00044589915,0.000070055205,0.0000018713254],"about_ca_topic_score_codex":0.004397417,"about_ca_topic_score_gemma":0.0014458272,"teacher_disagreement_score":0.004397417,"about_ca_system_score_codex":0.00068180304,"about_ca_system_score_gemma":0.00079797226,"threshold_uncertainty_score":0.008743644},"labels":[],"label_agreement":null},{"id":"W2088192161","doi":"10.1002/nag.271","title":"Extension of the Griffith's fracture criteria to saturated clays","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Poromechanics; Biot number; Pore water pressure; Effective stress; Stress (linguistics); Geotechnical engineering; Geology; Mechanics; Materials science; Porosity; Porous medium; Physics","score_opus":0.03238038934972711,"score_gpt":0.3743830538142478,"score_spread":0.3420026644645207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088192161","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37473166,0.0012481341,0.58044136,0.0016109867,0.00016519455,0.00018806547,0.00040179293,0.00020459275,0.041008204],"genre_scores_gemma":[0.9671971,0.00019918819,0.028772663,0.000091847694,0.00008021793,0.00004137563,0.000044928158,0.00003783071,0.0035348511],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999146,0.00019124131,0.00004709065,0.00010744406,0.00040448623,0.00010375531],"domain_scores_gemma":[0.99657226,0.0015619426,0.00027721364,0.00012659431,0.0012018655,0.0002601436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015392364,0.00037552326,0.0004983774,0.0024923922,0.0004957795,0.00063399645,0.0012102638,0.000739623,0.0025744238],"category_scores_gemma":[0.005790501,0.00020758223,0.0006008951,0.00078170164,0.0017243228,0.00075843727,0.0015627728,0.0007504627,0.00012457684],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013766397,0.000091466485,0.010108216,0.00049655704,0.00007471673,0.0023821045,0.00063631375,0.36248612,0.018901395,0.51759416,0.005965994,0.08112529],"study_design_scores_gemma":[0.000017161234,0.0001306586,0.0051688533,0.00007543349,0.00001543029,0.000676098,0.00016431045,0.6847926,0.0032961858,0.30014968,0.0054530306,0.000060576163],"about_ca_topic_score_codex":0.0044881674,"about_ca_topic_score_gemma":0.0042385673,"teacher_disagreement_score":0.0044881674,"about_ca_system_score_codex":0.0016657923,"about_ca_system_score_gemma":0.00083719566,"threshold_uncertainty_score":0.012086153},"labels":[],"label_agreement":null},{"id":"W2089562342","doi":"10.1002/nag.282","title":"Development of a technique for modelling clay liner desiccation","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Isothermal process; Constitutive equation; Geotechnical engineering; Infiltration (HVAC); Mechanics; Finite element method; Thermal conduction; Water content; Capillary action; Materials science; Pore water pressure; Void ratio; Thermodynamics; Engineering; Composite material; Physics","score_opus":0.053371009621105095,"score_gpt":0.36496270608110637,"score_spread":0.3115916964600013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089562342","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018725317,0.00018277072,0.9773297,0.00008646892,0.00003536538,0.0000912585,0.00007779787,0.0006994941,0.002771922],"genre_scores_gemma":[0.525189,0.00074857794,0.46658558,0.00006626662,0.00003998491,0.00044457644,0.00017594686,0.00031448228,0.0064356453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998969,0.000020697496,0.0000065656136,0.000021623044,0.000042357635,0.000011972943],"domain_scores_gemma":[0.99984527,0.000061101295,0.000029086801,0.00002300804,0.00003164321,0.000009886825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003481061,0.00062070263,0.00073928334,0.00041697657,0.00042449066,0.0007372311,0.0012806412,0.001336581,0.0018143799],"category_scores_gemma":[0.0006545294,0.0004335478,0.0009188622,0.0002778423,0.0006771636,0.00069639855,0.00071707345,0.00085828616,0.0004850587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031575273,0.000045331097,0.00065773854,0.00013394948,0.000029757339,0.00023822144,0.00019071951,0.9152229,0.037097193,0.025960922,0.0005094409,0.01988216],"study_design_scores_gemma":[0.0000069909574,0.000017837263,0.00007047075,0.000006766976,0.000004335439,0.0000383175,0.00000944328,0.99288297,0.0027358974,0.0016530586,0.0025685243,0.0000052948567],"about_ca_topic_score_codex":0.0035329354,"about_ca_topic_score_gemma":0.002203285,"teacher_disagreement_score":0.0035329354,"about_ca_system_score_codex":0.0004956956,"about_ca_system_score_gemma":0.0007315999,"threshold_uncertainty_score":0.007024765},"labels":[],"label_agreement":null},{"id":"W2100154375","doi":"10.1002/nag.1137","title":"Arch in granular materials as a free surface problem","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Arch; Cohesion (chemistry); Geotechnical engineering; Granular material; Materials science; Structural engineering; Mechanics; Engineering; Physics","score_opus":0.022919670275218237,"score_gpt":0.3495587030360364,"score_spread":0.3266390327608182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100154375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73264354,0.0018130911,0.21233633,0.002544767,0.0002471573,0.0000899002,0.0003200937,0.00038457388,0.04962054],"genre_scores_gemma":[0.97720534,0.000282297,0.0091342805,0.000105053885,0.000080492246,0.000035681376,0.00017099039,0.000077539415,0.012908356],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997013,0.000067806955,0.000015394087,0.0000518205,0.00009716511,0.00006650813],"domain_scores_gemma":[0.99941385,0.00030473404,0.00006910573,0.00007477186,0.000063228435,0.00007427976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005852523,0.00037524913,0.0008008952,0.0012019565,0.0007837629,0.0018953832,0.0007077428,0.0017851654,0.0040172758],"category_scores_gemma":[0.0016329031,0.0003487226,0.00066797686,0.000560865,0.0018527111,0.0018469556,0.0015421228,0.0011305548,0.00045367825],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014211338,0.000093163966,0.0020233355,0.0001862815,0.000047658978,0.000998,0.00024196143,0.34260017,0.005409362,0.62980944,0.0024742892,0.01597421],"study_design_scores_gemma":[0.000052774467,0.00005486279,0.0010857017,0.000024979963,0.000011321338,0.00020469146,0.00015128627,0.677283,0.0009529561,0.31793255,0.0022252938,0.00002054921],"about_ca_topic_score_codex":0.0013416677,"about_ca_topic_score_gemma":0.0006106072,"teacher_disagreement_score":0.0040172758,"about_ca_system_score_codex":0.00071384874,"about_ca_system_score_gemma":0.00038464705,"threshold_uncertainty_score":0.013439059},"labels":[],"label_agreement":null},{"id":"W2101607758","doi":"10.1002/nag.921","title":"Elastoplastic modelling of diffuse instability response of geomaterials","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Instability; Void (composites); Mechanics; Constant (computer programming); Constitutive equation; Triaxial shear test; Materials science; Porosity; Boundary value problem; Bifurcation; Geotechnical engineering; Structural engineering; Mathematics; Finite element method; Geology; Mathematical analysis; Composite material; Physics; Engineering; Shear (geology); Computer science; Nonlinear system","score_opus":0.02931976158372362,"score_gpt":0.33085828546066187,"score_spread":0.30153852387693825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101607758","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7903408,0.00021806943,0.20070463,0.00012826758,0.00001878599,0.000047592846,0.00009519627,0.00019546907,0.008251293],"genre_scores_gemma":[0.99430424,0.00008028671,0.003786843,0.000013529596,0.0000046253613,0.000021243084,0.000027343856,0.000017491024,0.001744419],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991,0.000030032988,0.0000046820664,0.00001752163,0.000025353122,0.000012421129],"domain_scores_gemma":[0.9998053,0.00006012694,0.000062685474,0.000026441363,0.000029534205,0.000015879841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019200513,0.0004837114,0.00026120376,0.0005306878,0.00017973318,0.00050555775,0.00043109016,0.00081978715,0.00092105445],"category_scores_gemma":[0.00072298036,0.00024161329,0.00032858647,0.00021776523,0.0007741348,0.00041879728,0.00040221307,0.00027400733,0.00017758978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030535666,0.000028718918,0.0008936366,0.000017720922,0.000010446005,0.00015091123,0.000049236194,0.9633456,0.028473431,0.0047784755,0.00006664821,0.002154758],"study_design_scores_gemma":[0.0000014220622,0.000009711657,0.00016916066,0.00000128119,9.919927e-7,0.000015852793,0.0000051650923,0.99865556,0.00075423165,0.00031745527,0.00006771897,0.0000014900156],"about_ca_topic_score_codex":0.0020899265,"about_ca_topic_score_gemma":0.0013651359,"teacher_disagreement_score":0.0020899265,"about_ca_system_score_codex":0.00035309474,"about_ca_system_score_gemma":0.00022624554,"threshold_uncertainty_score":0.0041555166},"labels":[],"label_agreement":null},{"id":"W2103757642","doi":"10.1002/nag.1047","title":"Stochastic analysis of unsaturated seepage through randomly heterogeneous earth embankments","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Dalhousie University; Scottish Funding Council","keywords":"Monte Carlo method; Geotechnical engineering; Finite element method; Permeability (electromagnetism); Porosity; Stochastic modelling; Flow (mathematics); Random field; Groundwater; Geology; Mathematics; Engineering; Statistics; Structural engineering; Geometry","score_opus":0.04477301735286057,"score_gpt":0.3450004262431766,"score_spread":0.30022740889031607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103757642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92249095,0.00004830034,0.07626045,0.000051288407,0.0000035688638,0.00001609757,0.00007562368,0.000069711525,0.0009839991],"genre_scores_gemma":[0.9981261,0.00002168515,0.0015363633,0.000003856327,0.0000012271854,0.0000093783265,0.000026790127,0.000004269261,0.00027048454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999843,0.000044409917,0.000008821205,0.000033871354,0.0000383104,0.00003158591],"domain_scores_gemma":[0.9995528,0.00020287912,0.00013529234,0.000027736702,0.000053723226,0.000027616314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000358863,0.00024039955,0.00029539838,0.0004355639,0.00022313045,0.00037476938,0.00031788347,0.00036930206,0.00035990647],"category_scores_gemma":[0.00086132076,0.0001940336,0.0003441807,0.00027349082,0.0005817586,0.0002571361,0.00030941438,0.00019085812,0.000031685275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007750964,0.0000069695066,0.0011271007,0.0000033237816,0.000005396491,0.000026824102,0.000007779015,0.99598855,0.0015975878,0.00080503937,0.000011105179,0.00041260014],"study_design_scores_gemma":[0.000001228628,0.000008590372,0.0006903672,6.8873527e-7,0.0000017672377,0.0000055897553,0.0000046893833,0.99868196,0.00031875845,0.0002625296,0.00002163559,0.0000021911394],"about_ca_topic_score_codex":0.007916686,"about_ca_topic_score_gemma":0.004555152,"teacher_disagreement_score":0.007916686,"about_ca_system_score_codex":0.0006000249,"about_ca_system_score_gemma":0.00043749603,"threshold_uncertainty_score":0.015741229},"labels":[],"label_agreement":null},{"id":"W2105603135","doi":"10.1002/nag.892","title":"Application of the exact constitutive relationship of modified Cam clay to the undrained expansion of a spherical cavity","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geotechnical engineering; Logarithm; Pore water pressure; Constitutive equation; Critical state soil mechanics; Materials science; Stress (linguistics); Limit (mathematics); Limit analysis; Effective stress; Mechanics; Geology; Mathematics; Structural engineering; Mathematical analysis; Engineering; Physics; Finite element method","score_opus":0.02336990311343311,"score_gpt":0.3372186193204563,"score_spread":0.3138487162070232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105603135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9533036,0.00033150602,0.039749056,0.000096341995,0.000030740553,0.000038605125,0.000119348886,0.000078650715,0.0062520206],"genre_scores_gemma":[0.9976653,0.000055453063,0.0013403099,0.000008330014,0.0000027686633,0.000009025069,0.000024538158,0.0000059278964,0.00088846067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983394,0.000032525913,0.000007310515,0.000031128337,0.000064204214,0.000030831296],"domain_scores_gemma":[0.9998085,0.00006221986,0.000049695725,0.00003367141,0.000033457043,0.000012438158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027055523,0.00036275553,0.0002512476,0.0003243301,0.000119321776,0.00035429752,0.00039277875,0.0005249027,0.00086238096],"category_scores_gemma":[0.0006666537,0.00013705791,0.00031109832,0.00017242484,0.0004888931,0.00025264831,0.0003465069,0.0002754553,0.00010541509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015533247,0.000086877546,0.002648181,0.00016375848,0.000031954005,0.00096872804,0.00023840243,0.6101232,0.36376095,0.009369954,0.00028530028,0.012167389],"study_design_scores_gemma":[0.000007567977,0.000054533204,0.0017858791,0.000006631673,0.0000066493667,0.0001395994,0.000035445486,0.9782924,0.018749217,0.0004215147,0.0004893815,0.00001121587],"about_ca_topic_score_codex":0.0043427614,"about_ca_topic_score_gemma":0.0039945864,"teacher_disagreement_score":0.0043427614,"about_ca_system_score_codex":0.00034204192,"about_ca_system_score_gemma":0.00034127146,"threshold_uncertainty_score":0.0086349845},"labels":[],"label_agreement":null},{"id":"W2111577604","doi":"10.1002/nag.827","title":"Bearing capacity of shallow foundations in transversely isotropic granular media","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Transverse isotropy; Anisotropy; Isotropy; Bearing capacity; Geotechnical engineering; Constitutive equation; Parametric statistics; Granular material; Shallow foundation; Foundation (evidence); Shear (geology); Geology; Work (physics); Deformation (meteorology); Mechanics; Materials science; Structural engineering; Engineering; Mathematics; Finite element method; Physics; Composite material; Mechanical engineering; Optics","score_opus":0.03757077081355518,"score_gpt":0.3347770808830439,"score_spread":0.2972063100694887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111577604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997974,0.000023948673,0.0016272586,0.000004397748,0.0000011646739,0.0000024890796,0.000029934503,0.0000121279545,0.00032468553],"genre_scores_gemma":[0.999821,0.000012158411,0.00009919994,4.867985e-7,2.9955288e-7,7.5884043e-7,0.000013915538,6.2534855e-7,0.00005148826],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998863,0.000010594923,0.000009083612,0.00001970508,0.000042604515,0.00003180968],"domain_scores_gemma":[0.99944216,0.00019291847,0.00018439878,0.00004585634,0.00007017669,0.00006448772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027187687,0.00026193346,0.0003373856,0.0007784434,0.00013715113,0.00044811028,0.0002453288,0.0002477225,0.000645021],"category_scores_gemma":[0.0010499336,0.00013087483,0.00011771395,0.00037311384,0.00065540365,0.00029870364,0.0004605745,0.00012846699,0.00009623538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075312785,0.00014005891,0.030468993,0.00016919758,0.000034541772,0.0014572722,0.00027162107,0.34493124,0.6013672,0.0019500586,0.0001170207,0.018339638],"study_design_scores_gemma":[0.0000421871,0.0008531002,0.11986859,0.00003611608,0.000044317112,0.0004991546,0.00045895163,0.7000551,0.17625917,0.0014107131,0.000375563,0.00009701474],"about_ca_topic_score_codex":0.0018544075,"about_ca_topic_score_gemma":0.0014544064,"teacher_disagreement_score":0.0018544075,"about_ca_system_score_codex":0.00023314274,"about_ca_system_score_gemma":0.00021320282,"threshold_uncertainty_score":0.0036872625},"labels":[],"label_agreement":null},{"id":"W2114749005","doi":"10.1002/nag.2414","title":"Numerical study of inter‐particle bond failure by 3D discrete element method","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"China National Funds for Distinguished Young Scientists; National Natural Science Foundation of China","keywords":"Discrete element method; Materials science; Torsion (gastropod); Brittleness; Ultimate tensile strength; Structural engineering; Shear (geology); Bond; Mechanics; Composite material; Engineering; Physics","score_opus":0.023890981734890127,"score_gpt":0.3609054941055175,"score_spread":0.33701451237062735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114749005","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35699704,0.00039515272,0.62377346,0.00039963392,0.000121351826,0.0001749479,0.0005796338,0.0007073029,0.016851489],"genre_scores_gemma":[0.8843883,0.00013602422,0.111001104,0.0000615968,0.000014651033,0.00023482602,0.00027944447,0.00009035753,0.0037937001],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999777,0.000053959327,0.000012103272,0.000028395654,0.00009200824,0.00003648794],"domain_scores_gemma":[0.9991943,0.00045922073,0.00008638089,0.000052568637,0.00015618172,0.00005132239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006905451,0.00048337952,0.00076793873,0.0007043771,0.00058198406,0.00063301076,0.0011402934,0.0017599252,0.0033672254],"category_scores_gemma":[0.0013889994,0.00038434134,0.0006062545,0.00048595885,0.000745329,0.0004019986,0.0006128731,0.00077338674,0.00031246268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003152157,0.000035255922,0.0009578843,0.000046633202,0.000012107221,0.00007776141,0.0000613915,0.98926836,0.0024868124,0.0038858836,0.00019287808,0.0029434748],"study_design_scores_gemma":[0.0000018734654,0.0000030207966,0.000053242034,0.0000014127223,6.9221977e-7,0.0000033860529,0.0000041802723,0.9995478,0.00016214607,0.00013920714,0.000081364924,0.0000016486229],"about_ca_topic_score_codex":0.008858661,"about_ca_topic_score_gemma":0.0037640957,"teacher_disagreement_score":0.008858661,"about_ca_system_score_codex":0.00080360565,"about_ca_system_score_gemma":0.00084026303,"threshold_uncertainty_score":0.017614186},"labels":[],"label_agreement":null},{"id":"W2115646318","doi":"10.1002/nag.902","title":"A three‐point time discretization technique for parabolic partial differential equations","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods for differential equations","field":"Mathematics","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Discretization; Mathematics; Spurious relationship; Partial differential equation; Oscillation (cell signaling); Stability (learning theory); Variable (mathematics); Numerical analysis; Applied mathematics; Parabolic partial differential equation; Numerical stability; Scheme (mathematics); Mathematical analysis; Computer science","score_opus":0.06463102065452585,"score_gpt":0.44113173188961086,"score_spread":0.376500711235085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115646318","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015046727,0.00032176182,0.9809403,0.00016317015,0.00013797752,0.00006147213,0.000029176781,0.00017201724,0.0031273235],"genre_scores_gemma":[0.33525646,0.00075434876,0.65732104,0.00011967741,0.00006586738,0.00026379098,0.00008925823,0.000102399295,0.0060272785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997843,0.00006302126,0.000012460105,0.000015138451,0.000110588255,0.000014390568],"domain_scores_gemma":[0.99979097,0.00006844339,0.00002974442,0.00003298193,0.0000594338,0.000018305322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038515194,0.00033822586,0.00037901368,0.00037985976,0.00045875675,0.0005720303,0.00077638694,0.0008082172,0.0018073852],"category_scores_gemma":[0.00060077425,0.00019548227,0.00052503357,0.0005526572,0.00074982,0.00039799925,0.00065982714,0.0012172214,0.00044686327],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020988518,0.00015166894,0.0015078997,0.0006486899,0.000072425784,0.0006817846,0.00093641196,0.4073839,0.14850214,0.23046704,0.003575612,0.20586246],"study_design_scores_gemma":[0.000021772494,0.00005349624,0.00021010663,0.000021581107,0.0000069713683,0.00013700993,0.000023575245,0.9751115,0.00804017,0.006788185,0.009563924,0.000021716834],"about_ca_topic_score_codex":0.0030802302,"about_ca_topic_score_gemma":0.002105006,"teacher_disagreement_score":0.0030802302,"about_ca_system_score_codex":0.00045309545,"about_ca_system_score_gemma":0.00092252064,"threshold_uncertainty_score":0.006124556},"labels":[],"label_agreement":null},{"id":"W2115897140","doi":"10.1002/nag.459","title":"A continuum mechanics‐based framework for optimizing boundary and finite element meshes associated with underground excavations‐framework","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Concordia University","funders":"","keywords":"Computation; Polygon mesh; Excavation; Rock mechanics; Computer science; Finite element method; Rock mass classification; Continuum mechanics; Closure (psychology); Algorithm; Engineering; Structural engineering; Geotechnical engineering; Mechanics; Computer graphics (images)","score_opus":0.03624636201290302,"score_gpt":0.3575272382888348,"score_spread":0.32128087627593177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115897140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019984688,0.000043005806,0.997223,0.000041837062,0.000006538933,0.000022289787,0.000016021037,0.000079805446,0.0005689078],"genre_scores_gemma":[0.1663968,0.00015648777,0.8308833,0.00005749062,0.000027718474,0.00035452383,0.00016477598,0.0003143138,0.0016445065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990978,0.00032305322,0.000036340716,0.00010117812,0.0003732684,0.00006840886],"domain_scores_gemma":[0.99891293,0.00060696393,0.0000956367,0.00008356008,0.00023935172,0.00006161828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022568302,0.0009806145,0.0015669134,0.0013378061,0.00066101644,0.0015551109,0.0022578225,0.0015209443,0.0021210941],"category_scores_gemma":[0.003168576,0.00084298325,0.0010541967,0.00092071097,0.0014224179,0.0007945732,0.0019092298,0.001380444,0.00042388373],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015248618,0.000024840905,0.00015976111,0.000039048788,0.000010697766,0.00003334186,0.000033158485,0.9626715,0.0014194407,0.024019493,0.00036336968,0.011210154],"study_design_scores_gemma":[0.0000024512115,0.000004236881,0.000013717707,0.0000034448885,0.0000012135488,0.0000030391643,0.0000033531132,0.99599886,0.00016089335,0.0034345211,0.00037253724,0.0000017209576],"about_ca_topic_score_codex":0.005957549,"about_ca_topic_score_gemma":0.005021064,"teacher_disagreement_score":0.005957549,"about_ca_system_score_codex":0.001304337,"about_ca_system_score_gemma":0.0014890572,"threshold_uncertainty_score":0.011935353},"labels":[],"label_agreement":null},{"id":"W2117137107","doi":"10.1002/nag.555","title":"Analysis of liquefaction susceptibility of nearly saturated sands","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Princeton University","keywords":"Constitutive equation; Liquefaction; Saturation (graph theory); Geotechnical engineering; Compressibility; Soil water; Soil liquefaction; Plasticity; Finite element method; Geology; Dissolution; Mechanics; Engineering; Mathematics; Thermodynamics; Physics; Soil science; Structural engineering","score_opus":0.01607212406910036,"score_gpt":0.3345735911445598,"score_spread":0.31850146707545945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117137107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99611974,0.00004820389,0.0032407157,0.000006337082,8.4580125e-7,0.000002995219,0.000052054216,0.000041576666,0.00048759268],"genre_scores_gemma":[0.99964106,0.000018964522,0.0002052977,0.0000011076881,2.5796422e-7,9.108545e-7,0.000031972628,0.000002118366,0.00009828063],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992883,0.000007386084,0.0000043096943,0.000010795265,0.000032655164,0.000016074193],"domain_scores_gemma":[0.99975663,0.000077563396,0.00006614543,0.000021458965,0.000051825195,0.000026353528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015192304,0.0001472914,0.00016746773,0.0005328036,0.00011609734,0.00023043639,0.00015309089,0.00013275338,0.00056239945],"category_scores_gemma":[0.0005482636,0.00012107167,0.00009747409,0.00038408372,0.0002500432,0.0001932303,0.00017600971,0.00011919008,0.00006799125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005305265,0.00005134858,0.0397491,0.00012827422,0.00005306138,0.0008027092,0.000296857,0.26968086,0.66073006,0.0014053043,0.00013818879,0.026433554],"study_design_scores_gemma":[0.000009175324,0.00014724952,0.049975514,0.000011615056,0.000021892429,0.00026811566,0.0001509715,0.7879063,0.16041556,0.0003715402,0.00070257264,0.000019527615],"about_ca_topic_score_codex":0.0034022229,"about_ca_topic_score_gemma":0.0024838797,"teacher_disagreement_score":0.0034022229,"about_ca_system_score_codex":0.00022600623,"about_ca_system_score_gemma":0.00016085917,"threshold_uncertainty_score":0.0067648888},"labels":[],"label_agreement":null},{"id":"W2117447017","doi":"10.1002/nag.747","title":"Some numerical issues using element‐free Galerkin mesh‐less method for coupled hydro‐mechanical problems","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Discretization; Galerkin method; Finite element method; Partial differential equation; Applied mathematics; Boundary value problem; Mathematics; Displacement (psychology); Stability (learning theory); Weak formulation; Discontinuous Galerkin method; Penalty method; Boundary (topology); Domain (mathematical analysis); Mathematical analysis; Mathematical optimization; Computer science; Structural engineering; Engineering","score_opus":0.06356378193392247,"score_gpt":0.3943119923426948,"score_spread":0.33074821040877234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117447017","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021658033,0.00091914664,0.97418606,0.0004965892,0.00013681348,0.00005205036,0.000015619187,0.00014231073,0.0023935242],"genre_scores_gemma":[0.474336,0.00108306,0.51918024,0.00014938683,0.00011247601,0.00021936401,0.000059149344,0.000113365844,0.004746995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904853,0.0004676356,0.00004202904,0.000068578316,0.0003453279,0.000027787053],"domain_scores_gemma":[0.99876887,0.0008119525,0.00008318184,0.00011015411,0.00019113468,0.00003462512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022105745,0.0005123573,0.00062555977,0.00046866725,0.00071147096,0.0011799054,0.0009657669,0.0017693588,0.0017381965],"category_scores_gemma":[0.004465723,0.00047868903,0.000751745,0.0004067464,0.0016478105,0.0011048039,0.0011278662,0.00089947984,0.0003343659],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002282773,0.00013768506,0.0023908273,0.00048185256,0.00007296543,0.0008506415,0.0005050065,0.7532528,0.033704046,0.121116444,0.0017342597,0.08552524],"study_design_scores_gemma":[0.000014629572,0.000038443057,0.000188371,0.00002266949,0.0000084789135,0.00011129417,0.000026052216,0.9850617,0.0030291348,0.007908488,0.0035737809,0.00001701679],"about_ca_topic_score_codex":0.0018063989,"about_ca_topic_score_gemma":0.0011452384,"teacher_disagreement_score":0.0022105745,"about_ca_system_score_codex":0.00044379997,"about_ca_system_score_gemma":0.0004917371,"threshold_uncertainty_score":0.011690736},"labels":[],"label_agreement":null},{"id":"W2118093538","doi":"10.1002/nag.881","title":"Constitutive approach for rate‐sensitive anisotropic structured clays","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Constitutive equation; Anisotropy; Viscoplasticity; Viscosity; Isotropy; Materials science; Strain rate; Compression (physics); Geotechnical engineering; Tensor (intrinsic definition); Mechanics; Composite material; Thermodynamics; Geology; Mathematics; Physics; Geometry; Finite element method; Optics","score_opus":0.019009029643749006,"score_gpt":0.33206793166364335,"score_spread":0.31305890201989434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118093538","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08593792,0.00080691476,0.8814931,0.00035724748,0.000109175984,0.00022422017,0.00032588642,0.00029700523,0.030448612],"genre_scores_gemma":[0.8976224,0.000998882,0.083680764,0.00014982252,0.00007478494,0.000346729,0.00028213748,0.00012258445,0.016721906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99966216,0.00005748448,0.000015656187,0.000060167084,0.0001692661,0.00003540358],"domain_scores_gemma":[0.99973315,0.0000697628,0.00006314673,0.000032402146,0.00008297742,0.000018547848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042382334,0.0007100381,0.0004889971,0.0010712439,0.00024652248,0.000836533,0.0012836698,0.0013518062,0.0011353457],"category_scores_gemma":[0.00092728686,0.00039840082,0.0007480319,0.00044353082,0.0007784601,0.0006982264,0.0005651512,0.0008956131,0.00035183635],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018318182,0.00009238571,0.0006366725,0.00007399454,0.000022733908,0.00023769702,0.00015236014,0.875799,0.055287316,0.058562934,0.0005397161,0.008576857],"study_design_scores_gemma":[0.0000038919216,0.000011663851,0.00016327458,0.0000057672123,0.0000039765027,0.00004547179,0.000010715874,0.9947936,0.001236536,0.0025351536,0.0011829511,0.000006903799],"about_ca_topic_score_codex":0.0038894059,"about_ca_topic_score_gemma":0.0028814906,"teacher_disagreement_score":0.0038894059,"about_ca_system_score_codex":0.00075019954,"about_ca_system_score_gemma":0.00073094066,"threshold_uncertainty_score":0.007733524},"labels":[],"label_agreement":null},{"id":"W2118933861","doi":"10.1002/nag.809","title":"Prediction of uniaxial compression PFC3D model micro‐properties using artificial neural networks","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"University of Alberta","keywords":"Artificial neural network; Materials science; Macro; RADIUS; Particle (ecology); Perceptron; Algorithm; Composite material; Structural engineering; Biological system; Computer science; Artificial intelligence; Engineering; Geology","score_opus":0.06979289080557302,"score_gpt":0.34973340827720145,"score_spread":0.2799405174716284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118933861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90601546,0.00008877562,0.09142129,0.00007085123,0.000020573689,0.000032148717,0.00029622283,0.0005443635,0.0015103791],"genre_scores_gemma":[0.9914004,0.00002177726,0.008096236,0.0000058431588,0.0000017078248,0.000025681327,0.00012746522,0.000010504935,0.00031040126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000017636148,0.0000066584257,0.000018226827,0.000032240492,0.000014184836],"domain_scores_gemma":[0.999281,0.00041881303,0.00007931066,0.00006112741,0.00013522974,0.000024548148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004435128,0.0006322351,0.00027731594,0.00046480613,0.00015606268,0.00032779924,0.00038055528,0.0005029078,0.0009627201],"category_scores_gemma":[0.001350037,0.00022226032,0.0002694951,0.00028643652,0.00024850975,0.00043287777,0.00022296034,0.00037695217,0.00018105762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008145767,0.000032269087,0.0031176494,0.000018926918,0.000010038829,0.000022766255,0.000013339489,0.9787114,0.0057868888,0.00014740587,0.0001284464,0.011929377],"study_design_scores_gemma":[0.0000014718715,0.0000069711236,0.00045965385,5.7252873e-7,8.256656e-7,0.0000019835118,0.0000011876676,0.99777126,0.0017022723,0.000034857578,0.000017507879,0.000001418531],"about_ca_topic_score_codex":0.0100425035,"about_ca_topic_score_gemma":0.006287158,"teacher_disagreement_score":0.0100425035,"about_ca_system_score_codex":0.0006193122,"about_ca_system_score_gemma":0.00053029717,"threshold_uncertainty_score":0.019968092},"labels":[],"label_agreement":null},{"id":"W2126365332","doi":"10.1002/nag.566","title":"Prediction of surface crown pillar stability using artificial neural networks","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Pillar; Overburden; Crown (dentistry); Stability (learning theory); Artificial neural network; Perceptron; Geotechnical engineering; Structural engineering; Rock mass classification; Geology; Engineering; Artificial intelligence; Computer science; Materials science; Composite material; Machine learning","score_opus":0.06677204003577311,"score_gpt":0.34547881603478275,"score_spread":0.2787067759990096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126365332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8491569,0.00029129226,0.14836377,0.0000904478,0.000034445977,0.00002537437,0.00022351614,0.000557807,0.0012563956],"genre_scores_gemma":[0.98931086,0.000044944118,0.0100676725,0.00000514551,0.000005371927,0.000009228968,0.00013639082,0.000005913861,0.00041442073],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985695,0.00003902842,0.0000099329845,0.00003339819,0.0000434061,0.000017299757],"domain_scores_gemma":[0.99932945,0.00035969642,0.00008883642,0.000030393645,0.0001694874,0.000022127457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046115572,0.00048414525,0.00029523845,0.000707101,0.000115569805,0.00037672798,0.00026445888,0.00041260122,0.0006963445],"category_scores_gemma":[0.0017334116,0.00019929465,0.00024196645,0.000352571,0.00016414069,0.00036226565,0.000178456,0.00022758498,0.00023369511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028101346,0.000066485125,0.016759153,0.000053475258,0.000058452257,0.00010679595,0.000027728662,0.884126,0.010332344,0.00023009854,0.0004232969,0.08753515],"study_design_scores_gemma":[0.0000016840796,0.000012924599,0.0014657605,0.0000015784112,0.0000019806232,0.0000036331946,0.0000021485994,0.99745995,0.0009543704,0.00006475132,0.000029286273,0.0000020059356],"about_ca_topic_score_codex":0.0055841627,"about_ca_topic_score_gemma":0.0043833707,"teacher_disagreement_score":0.0055841627,"about_ca_system_score_codex":0.00032612687,"about_ca_system_score_gemma":0.00021518546,"threshold_uncertainty_score":0.011103272},"labels":[],"label_agreement":null},{"id":"W2129104081","doi":"10.1002/nag.915","title":"On the hydraulic intake shape factor for a circular opening located at an impervious boundary: Influence of inclined stratification","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Impervious surface; Stratification (seeds); Isotropy; Geotechnical engineering; Shape factor; Boundary (topology); Geometry; Mechanics; Geology; Plane (geometry); Engineering; Mathematics; Physics; Mathematical analysis; Optics","score_opus":0.04399598821770514,"score_gpt":0.39553672928003464,"score_spread":0.3515407410623295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129104081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60838944,0.0008917497,0.37190676,0.0006520423,0.0001361089,0.00008589628,0.00010008284,0.00027093032,0.017567014],"genre_scores_gemma":[0.98596245,0.00026151686,0.01142572,0.000043726028,0.00003420541,0.00001636252,0.000024618163,0.000052153646,0.0021792615],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999788,0.00005387297,0.0000069610605,0.00004811329,0.000057174315,0.000045979075],"domain_scores_gemma":[0.99880576,0.00067030516,0.00017132903,0.000073935684,0.00019749756,0.00008115795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007923167,0.00047055294,0.0007782532,0.00055617816,0.0004696339,0.0010421601,0.00069020723,0.0016210311,0.0019953526],"category_scores_gemma":[0.0040695965,0.00032650362,0.00062303105,0.00032051484,0.0018692083,0.0012083403,0.0010084133,0.0007367859,0.00029877343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016468031,0.00010125245,0.0034098336,0.00016598901,0.000016643276,0.00088275527,0.00024772587,0.9202172,0.025041083,0.036258828,0.001005688,0.012488227],"study_design_scores_gemma":[0.000013903146,0.000016939897,0.00046961106,0.000009693565,0.000007407752,0.00008372126,0.0000567537,0.9947961,0.0019387915,0.0022995018,0.0002898354,0.00001785698],"about_ca_topic_score_codex":0.0044749263,"about_ca_topic_score_gemma":0.0026986315,"teacher_disagreement_score":0.0044749263,"about_ca_system_score_codex":0.0008246106,"about_ca_system_score_gemma":0.0011607164,"threshold_uncertainty_score":0.008897781},"labels":[],"label_agreement":null},{"id":"W2130827834","doi":"10.1002/nag.121","title":"Inelastic constitutive properties and shear localization in Tennessee marble","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lockheed Martin (Canada)","funders":"","keywords":"Yield surface; Plane stress; Constitutive equation; Materials science; Dilatant; Plasticity; Mechanics; Stress (linguistics); Shear stress; Shear (geology); Stress path; Softening; Rotational symmetry; Structural engineering; Geotechnical engineering; Composite material; Geology; Physics; Finite element method; Engineering","score_opus":0.04890462975146303,"score_gpt":0.3363702818223946,"score_spread":0.28746565207093155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130827834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99508023,0.000051794945,0.002578458,0.000031999287,0.000002014333,0.000009261566,0.00013739191,0.000031982054,0.0020768018],"genre_scores_gemma":[0.9985833,0.000022577504,0.00022434012,0.0000055123096,6.9652253e-7,0.0000032454248,0.000086804255,0.0000066333632,0.0010668724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998313,0.000018250783,0.000010309589,0.000051688046,0.000052916414,0.000035574067],"domain_scores_gemma":[0.99977654,0.000046496756,0.00006712968,0.000026185871,0.000056148834,0.000027604643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030404984,0.00051505136,0.00028747966,0.0011496537,0.00042183057,0.0010121053,0.00043674535,0.0005847003,0.0021696824],"category_scores_gemma":[0.0009760239,0.00040516414,0.00025267169,0.00076505385,0.00046529467,0.00055477885,0.00032696308,0.00030623024,0.00039879375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026450332,0.0001942382,0.21077156,0.000082855986,0.00012435667,0.0026449994,0.0005074165,0.5232934,0.2329242,0.004161111,0.0003844387,0.024647037],"study_design_scores_gemma":[0.000020963587,0.00020936163,0.30517185,0.000022672706,0.00003611762,0.0005833348,0.00036818176,0.6721836,0.018135557,0.0013660293,0.0018224999,0.00007978433],"about_ca_topic_score_codex":0.06033649,"about_ca_topic_score_gemma":0.055185348,"teacher_disagreement_score":0.06033649,"about_ca_system_score_codex":0.001588365,"about_ca_system_score_gemma":0.0003325583,"threshold_uncertainty_score":0.11997062},"labels":[],"label_agreement":null},{"id":"W2137885198","doi":"10.1002/nag.1029","title":"Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Islamic Azad University","keywords":"Finite element method; Smoothing; Mathematics; Boundary knot method; Boundary value problem; Grid; Geometry; Mathematical analysis; Boundary (topology); Nonlinear system; Boundary element method; Applied mathematics; Extended finite element method; Mixed finite element method; Structural engineering; Engineering; Physics","score_opus":0.05598505040756147,"score_gpt":0.3879317340005831,"score_spread":0.33194668359302165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2137885198","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.096948326,0.00013828797,0.89969414,0.000063946114,0.000024076955,0.000027947686,0.00005687735,0.00028496937,0.0027614506],"genre_scores_gemma":[0.8714689,0.0001495395,0.12521479,0.000027210812,0.0000115721305,0.000070295995,0.00011060748,0.00008941673,0.0028577808],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987364,0.000039320777,0.000007483019,0.000017359609,0.000050496827,0.000011655368],"domain_scores_gemma":[0.999589,0.0002204863,0.000045282784,0.000034750654,0.0000946453,0.000015811975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038104228,0.00038567386,0.0004804083,0.0005355505,0.00024972323,0.00045563784,0.00060342345,0.00077530084,0.0012972011],"category_scores_gemma":[0.00094498455,0.00025710225,0.0005565372,0.00038166123,0.0005095969,0.00046070752,0.00046993705,0.00034907385,0.00021555362],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016801805,0.00001161801,0.0007862752,0.000030433655,0.000009897488,0.00007163662,0.000045327382,0.98204917,0.004331702,0.0024071839,0.00013754985,0.010102373],"study_design_scores_gemma":[0.0000018138724,0.000005707366,0.00013968906,0.00000222295,0.0000014891067,0.00000802751,0.0000061594924,0.9987463,0.00036953713,0.00053959887,0.00017706634,0.000002272397],"about_ca_topic_score_codex":0.0055206427,"about_ca_topic_score_gemma":0.0047153695,"teacher_disagreement_score":0.0055206427,"about_ca_system_score_codex":0.0003115242,"about_ca_system_score_gemma":0.0007376465,"threshold_uncertainty_score":0.01097703},"labels":[],"label_agreement":null},{"id":"W2141895344","doi":"10.1002/nag.2233","title":"Frictional contact algorithms in SPH for the simulation of soil–structure interaction","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; Natural Science Foundation of Jiangsu Province","keywords":"Smoothed-particle hydrodynamics; Contact dynamics; Pile; Finite element method; Contact force; Discrete element method; Mechanics; Boundary (topology); Boundary value problem; Acceleration; Work (physics); Rotation (mathematics); Boundary element method; Computer science; Algorithm; Engineering; Structural engineering; Physics; Classical mechanics; Mechanical engineering; Mathematics; Geometry; Mathematical analysis","score_opus":0.025800618460897953,"score_gpt":0.37331979881768107,"score_spread":0.34751918035678314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141895344","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.101277694,0.00023466256,0.88488007,0.00021697172,0.00008608672,0.00015343018,0.00017030175,0.0019410964,0.011039828],"genre_scores_gemma":[0.8153932,0.00016324673,0.18041916,0.00005078956,0.000032079653,0.00019268562,0.00023485928,0.0003613252,0.003152609],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967766,0.00007577143,0.000021577975,0.000025330002,0.0001614,0.00003834091],"domain_scores_gemma":[0.99933666,0.0003088235,0.00007702275,0.000076246964,0.00013507926,0.000066071065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006008699,0.0005000326,0.00065035926,0.00045018728,0.0004764364,0.0007405271,0.0012520673,0.000971621,0.0022718636],"category_scores_gemma":[0.0020165422,0.00031831377,0.0004409315,0.000522357,0.00065284886,0.0006584505,0.0011842152,0.00073335407,0.0004719887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006594679,0.00004989017,0.001219879,0.00005004061,0.000022379907,0.0001684452,0.00013796522,0.960064,0.006040956,0.015314571,0.0008322272,0.016033653],"study_design_scores_gemma":[0.0000059985387,0.000004816823,0.000063873325,0.0000016898401,9.280008e-7,0.000006353539,0.0000046047076,0.9984647,0.00057613006,0.00046836358,0.0004001855,0.0000023004914],"about_ca_topic_score_codex":0.0043319277,"about_ca_topic_score_gemma":0.0021010593,"teacher_disagreement_score":0.0043319277,"about_ca_system_score_codex":0.00056912785,"about_ca_system_score_gemma":0.0008236086,"threshold_uncertainty_score":0.008613408},"labels":[],"label_agreement":null},{"id":"W2142414459","doi":"10.1002/nag.2238","title":"A coupled analysis of cavity and pore volume changes for pulse tests conducted in soft clay deposits","year":2013,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biot number; Hydraulic conductivity; Compressibility; Geotechnical engineering; Pore water pressure; Mechanics; Geology; Permeability (electromagnetism); Homogeneity (statistics); Consolidation (business); Mineralogy; Mathematics; Materials science; Soil science; Soil water; Chemistry; Physics; Statistics","score_opus":0.03115592453909681,"score_gpt":0.35375612157221514,"score_spread":0.3226001970331183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142414459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9539607,0.000052643583,0.044643834,0.000013373836,0.000005286709,0.000024077888,0.00016271426,0.0002543201,0.00088307104],"genre_scores_gemma":[0.9924212,0.0000190561,0.0071191527,0.0000033684262,0.000002150825,0.000011678081,0.0000672422,0.000019056753,0.00033711354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998247,0.000015834887,0.000008402805,0.000038392216,0.000096078205,0.000016619304],"domain_scores_gemma":[0.9996505,0.0001268978,0.00006938329,0.000035863315,0.00009750956,0.000019912704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002521045,0.00024592315,0.00027251968,0.0008378784,0.00012412305,0.00035999756,0.00039186317,0.00024475242,0.0007274547],"category_scores_gemma":[0.0007521144,0.00013318562,0.0002732023,0.00040940722,0.0002332161,0.00025284447,0.00027861714,0.00024765258,0.00010065736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048525314,0.00016964618,0.07903286,0.00024991608,0.0000873222,0.0007896134,0.0005566841,0.1596249,0.5957153,0.0010079641,0.00057578326,0.16170467],"study_design_scores_gemma":[0.000014623685,0.00017410223,0.10629691,0.000008022584,0.000030931868,0.00019242014,0.00015074306,0.8130987,0.079141475,0.00031319744,0.00053514075,0.000043685704],"about_ca_topic_score_codex":0.0052717333,"about_ca_topic_score_gemma":0.004948291,"teacher_disagreement_score":0.0052717333,"about_ca_system_score_codex":0.00037105542,"about_ca_system_score_gemma":0.00032893155,"threshold_uncertainty_score":0.010482073},"labels":[],"label_agreement":null},{"id":"W2146850385","doi":"10.1002/nag.967","title":"Two‐scale modeling of solute dispersion in unsaturated double‐porosity media: Homogenization and experimental validation","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique","funders":"","keywords":"Homogenization (climate); Porous medium; Multiphysics; Porosity; Mechanics; Statistical physics; Permeability (electromagnetism); Dispersion (optics); Macroscopic scale; Representative elementary volume; Materials science; Flow (mathematics); Asymptotic homogenization; Thermodynamics; Mathematics; Finite element method; Physics; Chemistry; Composite material","score_opus":0.02762367841588261,"score_gpt":0.3526383171187509,"score_spread":0.3250146387028683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146850385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9033647,0.00014444882,0.094469935,0.00008627037,0.000015120279,0.00009394446,0.00010600108,0.00018082056,0.0015387778],"genre_scores_gemma":[0.98510474,0.00011225233,0.014049606,0.0000068911713,0.0000035956316,0.000067258035,0.000048528214,0.000009789342,0.00059727713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998665,0.000024221192,0.000009166013,0.000032298412,0.00004564417,0.00002216451],"domain_scores_gemma":[0.9997806,0.000100868994,0.000033124063,0.00003238104,0.000036563833,0.000016467086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030967436,0.00037593336,0.0004732327,0.00030863628,0.00029788577,0.00051470974,0.00064364204,0.0007009232,0.00041134312],"category_scores_gemma":[0.00047540973,0.00022479885,0.00035665446,0.00026983806,0.00061938894,0.0005661025,0.0006129935,0.00041817097,0.0000861217],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000120205936,0.00016660715,0.001920825,0.00009713855,0.000014604527,0.00013832466,0.00011136088,0.75701904,0.2326825,0.0020307407,0.00006478436,0.0056338827],"study_design_scores_gemma":[0.00001461046,0.00005560283,0.00042827017,0.0000018345933,0.0000031722457,0.00001357405,0.000012434161,0.9718555,0.027288122,0.00016846033,0.00015178551,0.0000066460825],"about_ca_topic_score_codex":0.0056076534,"about_ca_topic_score_gemma":0.0020439208,"teacher_disagreement_score":0.0056076534,"about_ca_system_score_codex":0.0007532742,"about_ca_system_score_gemma":0.0004494823,"threshold_uncertainty_score":0.011150062},"labels":[],"label_agreement":null},{"id":"W2161333306","doi":"10.1002/nag.1130","title":"A framework for automatic modeling of underground excavations and optimizing three‐dimensional boundary and finite element meshes derived from them—framework","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Polygon mesh; Finite element method; Computer science; Set (abstract data type); Boundary (topology); Numerical analysis; Degrees of freedom (physics and chemistry); Visibility; Excavation; Algorithm; Mathematical optimization; Structural engineering; Engineering; Mathematics; Geotechnical engineering; Computer graphics (images)","score_opus":0.05165208781118088,"score_gpt":0.3525158607229634,"score_spread":0.30086377291178257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161333306","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006185613,0.000028611323,0.99878687,0.000015928596,0.000004011544,0.00001488133,0.000019811512,0.0001934565,0.0003178648],"genre_scores_gemma":[0.04611807,0.00010806492,0.95249367,0.00002165751,0.000009342199,0.00017817557,0.0001586131,0.0002347299,0.00067762035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994049,0.00014457996,0.000040890118,0.0000917947,0.00026705288,0.00005073414],"domain_scores_gemma":[0.9995394,0.00016782335,0.00004986011,0.00008686392,0.00012575253,0.000030475967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014255831,0.0008468106,0.0010268057,0.0009099104,0.00059308205,0.001320655,0.0029658617,0.0012097204,0.002195935],"category_scores_gemma":[0.0018843954,0.0006744652,0.0015461022,0.000684746,0.0011009366,0.000857276,0.0022064531,0.0014539355,0.0008706922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031181684,0.00004558315,0.00034253058,0.00013507182,0.000034111497,0.00008741084,0.000113528266,0.80249435,0.009844924,0.12599094,0.002003831,0.058876507],"study_design_scores_gemma":[0.0000061630903,0.00001081982,0.000036160916,0.000015143246,0.000003906757,0.000022898766,0.000010020516,0.97955793,0.0010549467,0.014889383,0.004385991,0.000006669567],"about_ca_topic_score_codex":0.004759336,"about_ca_topic_score_gemma":0.005015017,"teacher_disagreement_score":0.004759336,"about_ca_system_score_codex":0.0008960688,"about_ca_system_score_gemma":0.0011459128,"threshold_uncertainty_score":0.009463251},"labels":[],"label_agreement":null},{"id":"W2162558643","doi":"10.1002/nag.877","title":"Multiscale investigation of shear bands in sand: Physical and numerical experiments","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dilatant; Microstructure; Micromechanics; Shear band; Shear (geology); Discrete element method; Materials science; Void ratio; Composite material; Geotechnical engineering; Void (composites); Geology; Shear zone; Strain partitioning; Geometry; Mechanics; Mathematics; Composite number; Physics","score_opus":0.021345611736001656,"score_gpt":0.3476746148948614,"score_spread":0.32632900315885977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162558643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985581,0.000030257324,0.00090960535,0.000012749205,0.0000028626123,0.000009588427,0.000059248192,0.000028246344,0.00038939138],"genre_scores_gemma":[0.9987931,0.000024087556,0.0010158495,0.0000027876592,0.0000013181073,0.00000791259,0.000041086183,0.0000026388873,0.000111263056],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998963,0.000010546327,0.000009811816,0.00002057562,0.000041504165,0.000021307478],"domain_scores_gemma":[0.99976116,0.00008493248,0.000041664236,0.00004839399,0.00002896381,0.000034779387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023847804,0.00018985514,0.00026525787,0.00044631513,0.00028430915,0.00029874468,0.00022596895,0.0002975701,0.0007289908],"category_scores_gemma":[0.0003795582,0.00014762323,0.0001897755,0.00026295337,0.00047393222,0.00022340231,0.00034104413,0.0002887457,0.000058166326],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000719025,0.0009938474,0.031009635,0.00020035423,0.00008750943,0.00061105733,0.0005551491,0.17078173,0.7785582,0.0022082813,0.00035638665,0.0139188515],"study_design_scores_gemma":[0.000084147796,0.00152152,0.11086752,0.000025682677,0.00006109547,0.00024356451,0.0004015616,0.736268,0.14848725,0.0009369687,0.0010494513,0.000053255397],"about_ca_topic_score_codex":0.0021745046,"about_ca_topic_score_gemma":0.0026375141,"teacher_disagreement_score":0.0021745046,"about_ca_system_score_codex":0.00024459962,"about_ca_system_score_gemma":0.00013321635,"threshold_uncertainty_score":0.0043236613},"labels":[],"label_agreement":null},{"id":"W2166238617","doi":"10.1002/nag.975","title":"Diffuse failure in geomaterials: Experiments, theory and modelling","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Government of Canada; University of Calgary","funders":"","keywords":"Geomechanics; Work (physics); Stress space; Domain (mathematical analysis); Bifurcation; Character (mathematics); Statistical physics; Constitutive equation; Associative property; Order (exchange); Basis (linear algebra); Computer science; Structural engineering; Mathematics; Geotechnical engineering; Engineering; Mechanical engineering; Physics; Finite element method; Nonlinear system; Mathematical analysis; Geometry; Economics","score_opus":0.031649008441181764,"score_gpt":0.3600761895321279,"score_spread":0.32842718109094615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166238617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86735433,0.0032619517,0.117533274,0.00022085955,0.00008339116,0.00015471774,0.0004658692,0.0006312889,0.010294292],"genre_scores_gemma":[0.99348927,0.00088252214,0.0039832485,0.000015972913,0.000012553436,0.000057837955,0.00011378856,0.000018649347,0.0014261379],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963367,0.000065242464,0.000019803816,0.00006995171,0.00017524365,0.000036098103],"domain_scores_gemma":[0.9997042,0.00011619397,0.00004183509,0.00008506309,0.000034872523,0.000017787952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070493855,0.00045265962,0.0006541849,0.0008379063,0.00025559182,0.0006241772,0.00095158775,0.0010262066,0.0018915506],"category_scores_gemma":[0.00072375796,0.00028368775,0.00038072746,0.00056424673,0.0011809865,0.0006377307,0.00052622147,0.00049094117,0.00047630744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054540474,0.00077912747,0.0047075558,0.00081236893,0.00004054772,0.00040770735,0.0005252124,0.6166461,0.30093437,0.022024369,0.0013653453,0.051211894],"study_design_scores_gemma":[0.000048923004,0.000810699,0.0053399294,0.000055609544,0.000017727865,0.00014812237,0.00007865444,0.9267044,0.05810225,0.0064929323,0.0021622023,0.0000385199],"about_ca_topic_score_codex":0.000703383,"about_ca_topic_score_gemma":0.0006324379,"teacher_disagreement_score":0.0018915506,"about_ca_system_score_codex":0.00048386335,"about_ca_system_score_gemma":0.00020305529,"threshold_uncertainty_score":0.0063278675},"labels":[],"label_agreement":null},{"id":"W2169433521","doi":"10.1002/nag.2336","title":"Modelling of membranes in the material point method with applications","year":2014,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Deltares","keywords":"BARGE; Geotextile; Material point method; Membrane; Mechanics; Grid; Displacement (psychology); Geotechnical engineering; Materials science; Structural engineering; Finite element method; Engineering; Mathematics; Geometry; Physics; Chemistry; Marine engineering","score_opus":0.025418670960376675,"score_gpt":0.3486940365672819,"score_spread":0.3232753656069052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169433521","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00812577,0.00041579703,0.9803473,0.00014852079,0.000102074024,0.00010152142,0.000093747025,0.00022397756,0.01044129],"genre_scores_gemma":[0.35487795,0.0013762148,0.6225189,0.00015866192,0.00010065217,0.00084086176,0.00023775898,0.00030296337,0.019585993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994722,0.0001834552,0.000031256237,0.00004971906,0.00022530108,0.00003810166],"domain_scores_gemma":[0.9996018,0.0001727781,0.0000397721,0.000059202295,0.0001082078,0.000018227758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090431963,0.0007031163,0.00078299025,0.00070193864,0.00057519774,0.0012343822,0.0015311103,0.002294581,0.0054029166],"category_scores_gemma":[0.0015449093,0.0004470652,0.0010399563,0.0007452882,0.00085576245,0.0008259703,0.0015862015,0.0011077177,0.0018317611],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026522956,0.000037543563,0.00037690415,0.00021809858,0.000020424504,0.00021194735,0.00012740857,0.8663458,0.007624413,0.097735174,0.0010088152,0.026266973],"study_design_scores_gemma":[0.000005021561,0.0000174665,0.000054617885,0.000019761394,0.0000025863476,0.000052231393,0.000016375869,0.984338,0.00094025827,0.008547632,0.0059994143,0.0000065947024],"about_ca_topic_score_codex":0.0016532707,"about_ca_topic_score_gemma":0.000808461,"teacher_disagreement_score":0.0054029166,"about_ca_system_score_codex":0.00046577858,"about_ca_system_score_gemma":0.00077020033,"threshold_uncertainty_score":0.018074572},"labels":[],"label_agreement":null},{"id":"W2172393911","doi":"10.1002/nag.2475","title":"A coupled chemo‐viscoplastic cap model for simulating the behavior of hydrating cemented tailings backfill under blast loading","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Viscoplasticity; Tailings; Geotechnical engineering; Compaction; Yield surface; Cement; Materials science; Hydrostatic equilibrium; Geology; Engineering; Constitutive equation; Structural engineering; Composite material; Finite element method; Metallurgy","score_opus":0.0769316227813438,"score_gpt":0.36830238120791636,"score_spread":0.29137075842657256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172393911","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43828064,0.0009786207,0.52839404,0.00038252902,0.0001240311,0.00026802855,0.0006101823,0.00072378165,0.030238172],"genre_scores_gemma":[0.9833266,0.00026109946,0.00820077,0.0000451866,0.000013113407,0.00019305068,0.00013907837,0.000043248976,0.0077778217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986815,0.000021572187,0.00000695052,0.000030827207,0.00004474911,0.000027830014],"domain_scores_gemma":[0.9998029,0.00007465786,0.00003435619,0.000016444712,0.000055443033,0.000016284437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024391118,0.0007357621,0.00064634247,0.00054241286,0.0003444586,0.00086489867,0.0012873276,0.0019732942,0.0018584649],"category_scores_gemma":[0.00052196556,0.00041850196,0.0008432656,0.00035391503,0.0007034323,0.0005808577,0.00059416867,0.0006625572,0.0003105658],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016224081,0.0000147661085,0.00026265843,0.000021038031,0.0000064865417,0.0000725917,0.000020246494,0.9926029,0.004627405,0.0012816967,0.000064705484,0.001009396],"study_design_scores_gemma":[0.0000014881041,0.0000057441903,0.000053773936,0.0000012540131,0.0000016975373,0.0000039187107,0.0000023812968,0.9994578,0.00029882774,0.000072801246,0.00009856182,0.000001789025],"about_ca_topic_score_codex":0.012557733,"about_ca_topic_score_gemma":0.006116493,"teacher_disagreement_score":0.012557733,"about_ca_system_score_codex":0.0006976876,"about_ca_system_score_gemma":0.0010179194,"threshold_uncertainty_score":0.02496928},"labels":[],"label_agreement":null},{"id":"W2259007223","doi":"10.1002/nag.2496","title":"Neural network prediction of the reliability of heterogeneous cohesive slopes","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Monte Carlo method; Artificial neural network; Reliability (semiconductor); Finite element method; Probabilistic logic; Computer science; Perceptron; Range (aeronautics); Algorithm; Stability (learning theory); Propagation of uncertainty; Process (computing); Mathematical optimization; Engineering; Machine learning; Mathematics; Artificial intelligence; Structural engineering","score_opus":0.016760768939313008,"score_gpt":0.3009015553854928,"score_spread":0.2841407864461798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259007223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92604315,0.00020788569,0.07122512,0.00007717923,0.00002982149,0.000019888086,0.0001247159,0.00021620361,0.0020560303],"genre_scores_gemma":[0.99740916,0.000029275958,0.0022313742,0.0000030318943,0.0000023327555,0.0000057673788,0.000041981013,0.0000045252923,0.0002725398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981135,0.000053991862,0.000013130574,0.00004735903,0.000049954502,0.000024232932],"domain_scores_gemma":[0.99863535,0.0008049126,0.00019665502,0.00007020796,0.0002506566,0.000042122592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009193132,0.00067504303,0.00042631576,0.0010194198,0.00014015351,0.0004322821,0.000380517,0.0005018488,0.00076801627],"category_scores_gemma":[0.0031945475,0.0002114938,0.00032105832,0.0005423069,0.00028423977,0.00049625774,0.00029973118,0.00036413537,0.00020496995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032525895,0.000020732527,0.00377732,0.000009107061,0.000012711669,0.000021733907,0.000005448649,0.9877835,0.00078373315,0.00011849364,0.0000712628,0.007363418],"study_design_scores_gemma":[4.9423903e-7,0.000005269556,0.0007404588,9.23945e-7,0.0000012776391,0.0000013072903,0.0000010185848,0.99899536,0.00018224494,0.000063653635,0.000006858856,0.0000011568549],"about_ca_topic_score_codex":0.006662639,"about_ca_topic_score_gemma":0.004338961,"teacher_disagreement_score":0.006662639,"about_ca_system_score_codex":0.00049142196,"about_ca_system_score_gemma":0.00024108287,"threshold_uncertainty_score":0.013247728},"labels":[],"label_agreement":null},{"id":"W2264397286","doi":"10.1002/nag.2500","title":"Investigation of a hybrid polygonal finite element formulation for confined and unconfined seepage","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Geoscience BC; University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Quadrilateral; Finite element method; Polygon mesh; Interpolation (computer graphics); Regular polygon; Applied mathematics; Mathematics; Mathematical optimization; Geometry; Structural engineering; Engineering; Mechanical engineering","score_opus":0.0462589577142798,"score_gpt":0.3714564650148806,"score_spread":0.3251975073006008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2264397286","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16728581,0.00016383745,0.81817204,0.00022244564,0.000046506302,0.000088264394,0.000116150106,0.00020976622,0.013695223],"genre_scores_gemma":[0.8988357,0.00013893822,0.09582225,0.000054273318,0.000016890843,0.00009943909,0.00007125988,0.000073665076,0.004887509],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998324,0.000050104034,0.000009944796,0.000025825042,0.00006405446,0.000017773988],"domain_scores_gemma":[0.99964833,0.00019134604,0.000038559057,0.000041554304,0.000056216373,0.000023937024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046270702,0.000301551,0.00049527694,0.00030199465,0.00024008163,0.000827594,0.000697925,0.0009245666,0.0013735697],"category_scores_gemma":[0.0009392062,0.00026621606,0.0004283001,0.00020926444,0.0008697274,0.0005693039,0.0007876205,0.00039103994,0.0001660475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023564455,0.000030347841,0.0005280745,0.00004574864,0.000010291613,0.00016087097,0.0000757419,0.9731355,0.007931036,0.011265283,0.0001554345,0.006638156],"study_design_scores_gemma":[0.000004217901,0.000015503456,0.00009079713,0.0000060253897,0.0000017477437,0.000027699645,0.00001924893,0.9974837,0.00083950843,0.0010072305,0.0005010816,0.0000032812725],"about_ca_topic_score_codex":0.0018438692,"about_ca_topic_score_gemma":0.0012657685,"teacher_disagreement_score":0.0018438692,"about_ca_system_score_codex":0.0003039235,"about_ca_system_score_gemma":0.0004490791,"threshold_uncertainty_score":0.0045950413},"labels":[],"label_agreement":null},{"id":"W2292778569","doi":"10.1002/nag.2483","title":"Numerical stability for modelling of dynamic two‐phase interaction","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discretization; Eigenvalues and eigenvectors; Compressibility; Mathematics; Stability (learning theory); Finite element method; Partial differential equation; Dissipation; Porous medium; Mathematical analysis; Mechanics; Applied mathematics; Geotechnical engineering; Porosity; Physics; Computer science; Engineering; Structural engineering; Thermodynamics","score_opus":0.09944865205757733,"score_gpt":0.438362057526185,"score_spread":0.3389134054686077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292778569","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023077022,0.00025595812,0.96739346,0.00020246679,0.000050252547,0.0000867629,0.0000661525,0.00030738447,0.0085605215],"genre_scores_gemma":[0.75975907,0.00044689042,0.22542925,0.00008160256,0.00006467729,0.0006868027,0.00018322218,0.0003043077,0.013044076],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958104,0.00014652684,0.000024473506,0.000052320047,0.0001671083,0.000028676952],"domain_scores_gemma":[0.9990049,0.0005714134,0.0001331297,0.00007746422,0.00018168821,0.00003141464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008455769,0.00070011907,0.0005828467,0.00065338885,0.00055148354,0.0009815285,0.00085964816,0.0014033527,0.002633358],"category_scores_gemma":[0.0031498845,0.00038943934,0.0006949807,0.0003709083,0.0013877612,0.00077315717,0.001336243,0.0010215334,0.0008168789],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028949267,0.000023455907,0.0003882565,0.00008669922,0.000012196497,0.00008963631,0.00012354496,0.93440396,0.01174527,0.045597963,0.00039331408,0.0071067763],"study_design_scores_gemma":[0.0000018181828,0.0000041085677,0.000027123302,0.0000041718204,7.5192474e-7,0.000006673954,0.000003789628,0.9962281,0.0004800589,0.0026742374,0.00056682696,0.00000233874],"about_ca_topic_score_codex":0.0026531906,"about_ca_topic_score_gemma":0.0011224428,"teacher_disagreement_score":0.0026531906,"about_ca_system_score_codex":0.0008112921,"about_ca_system_score_gemma":0.00082333595,"threshold_uncertainty_score":0.008809447},"labels":[],"label_agreement":null},{"id":"W2294223954","doi":"10.1002/nag.2506","title":"Poro‐elasto‐plastic response of an unconsolidated formation confined with stiff seal rocks under radial injection","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Plasticity; Geology; Borehole; Mechanics; Geotechnical engineering; Pore water pressure; Geomechanics; Radial stress; Isotropy; Plane stress; Stress (linguistics); Shear (geology); Materials science; Deformation (meteorology); Finite element method; Structural engineering; Petrology; Engineering; Composite material","score_opus":0.01714252496937624,"score_gpt":0.3245587230753262,"score_spread":0.30741619810594994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294223954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911124,0.00000953057,0.0006458757,0.0000053880444,0.0000012965079,0.000002587222,0.000014664547,0.000017986717,0.00019140836],"genre_scores_gemma":[0.9996488,0.0000069620496,0.00022477513,0.0000020898522,3.4107995e-7,0.000001530331,0.000009527144,0.0000016856293,0.00010425318],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999443,0.000005397065,0.0000043156347,0.0000106276475,0.000019184943,0.000016180304],"domain_scores_gemma":[0.99991155,0.000021410386,0.000023511995,0.000010448351,0.000015522024,0.000017663695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009006585,0.0002391812,0.000232921,0.0002089578,0.0001767497,0.00027507762,0.000268802,0.00023545597,0.00059029844],"category_scores_gemma":[0.00023269726,0.00013047735,0.000248196,0.000102370985,0.00038726747,0.0001936429,0.00038961187,0.00020956874,0.00005116369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000592448,0.00017495794,0.026302047,0.000078280435,0.000055220276,0.0010052054,0.0002844393,0.23797606,0.7257019,0.00048134892,0.00008040082,0.007267684],"study_design_scores_gemma":[0.000034291228,0.0009901642,0.05196181,0.000010135123,0.000037357844,0.0001630095,0.00031590092,0.7579411,0.18805376,0.00017074421,0.00028307183,0.00003866129],"about_ca_topic_score_codex":0.0035907659,"about_ca_topic_score_gemma":0.0028021513,"teacher_disagreement_score":0.0035907659,"about_ca_system_score_codex":0.00025718194,"about_ca_system_score_gemma":0.00020188387,"threshold_uncertainty_score":0.0071397424},"labels":[],"label_agreement":null},{"id":"W2318996255","doi":"10.1002/nag.2522","title":"Numerical modeling of combined effects of upward and downward propagation of shear bands on stability of slopes with sensitive clay","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre For Cold Ocean Resources Engineering; Government of Newfoundland and Labrador; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Development Corporation of Newfoundland and Labrador","keywords":"Shearing (physics); Shear (geology); Shear band; Geology; Geotechnical engineering; Slope stability; Shear stress; Landslide; Finite element method; Mechanics; Structural engineering; Engineering; Petrology; Physics","score_opus":0.01585705529140235,"score_gpt":0.30917428391109186,"score_spread":0.2933172286196895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318996255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94045705,0.00021537847,0.04231231,0.00013479865,0.000045124212,0.00004505288,0.00018715137,0.00025920357,0.016343977],"genre_scores_gemma":[0.9953876,0.0000832933,0.0029070405,0.000010377537,0.000005690875,0.000018475048,0.000048064707,0.000019218156,0.001520253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999224,0.000018131555,0.000006537571,0.000011566421,0.000021162528,0.000020165868],"domain_scores_gemma":[0.99978703,0.00007454499,0.000053267526,0.000018862704,0.000040557356,0.00002578312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018730422,0.00044119006,0.0003272996,0.0005109057,0.00035573437,0.00071100297,0.00044712657,0.00074844895,0.0015524611],"category_scores_gemma":[0.0005506922,0.0002678909,0.00043964526,0.00023414721,0.00050640275,0.00027770456,0.00046201042,0.00027593158,0.00024235112],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028165876,0.000027084172,0.0018238595,0.000018565835,0.000009820722,0.00010565856,0.000036152287,0.98705405,0.007732011,0.000723164,0.00009076739,0.0023507609],"study_design_scores_gemma":[0.0000032552427,0.000015926249,0.00052039674,0.000003266715,0.000004375761,0.000009968332,0.000008593313,0.99866366,0.00051272195,0.00012801049,0.0001265691,0.0000032435198],"about_ca_topic_score_codex":0.009712099,"about_ca_topic_score_gemma":0.004543139,"teacher_disagreement_score":0.009712099,"about_ca_system_score_codex":0.00036642776,"about_ca_system_score_gemma":0.0004849669,"threshold_uncertainty_score":0.01931113},"labels":[],"label_agreement":null},{"id":"W2555320210","doi":"10.1002/nag.2634","title":"Polygonal grain‐based distinct element modeling for mechanical behavior of brittle rock","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Atomic Energy of Canada Limited; Korea Institute of Geoscience and Mineral Resources","keywords":"Brittleness; Materials science; Ultimate tensile strength; Cracking; Discrete element method; Parametric statistics; Finite element method; Deformation (meteorology); Structural engineering; Stress (linguistics); Compressive strength; Shear (geology); Interlocking; Geotechnical engineering; Mechanics; Composite material; Geology; Engineering; Mathematics; Physics","score_opus":0.047524007759809715,"score_gpt":0.37308317882958286,"score_spread":0.32555917106977317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555320210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14235571,0.0002058923,0.8482569,0.000112393536,0.000040681134,0.000110303576,0.00028786386,0.00053891254,0.008091341],"genre_scores_gemma":[0.8763716,0.00023219018,0.11874998,0.000036569338,0.000015120024,0.00021283797,0.00021725637,0.00017717326,0.003987235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987066,0.000030977848,0.000007647779,0.00001951648,0.00005462055,0.000016664793],"domain_scores_gemma":[0.99968314,0.00014181758,0.000054941967,0.00004953407,0.00005185901,0.000018689265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025504484,0.00045379114,0.0005503283,0.0005854367,0.00023625336,0.0005584416,0.0011897377,0.000984354,0.0018554395],"category_scores_gemma":[0.00072320225,0.00036988393,0.00062655954,0.00037061336,0.0005835053,0.00044426898,0.0004608198,0.0005203573,0.00030613187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008650652,0.000017288643,0.00037701795,0.000017018174,0.000007546715,0.000039168517,0.000033245946,0.99148506,0.0028855095,0.0030958075,0.00005708755,0.0019766334],"study_design_scores_gemma":[9.2030547e-7,0.0000027386354,0.000036094196,0.0000010063872,6.8758044e-7,0.0000035277635,0.0000024087192,0.99946743,0.00013664055,0.00018394274,0.00016348851,0.0000011574721],"about_ca_topic_score_codex":0.0051549524,"about_ca_topic_score_gemma":0.004452846,"teacher_disagreement_score":0.0051549524,"about_ca_system_score_codex":0.00061032205,"about_ca_system_score_gemma":0.0004953664,"threshold_uncertainty_score":0.010249913},"labels":[],"label_agreement":null},{"id":"W2582406615","doi":"10.1002/nag.2666","title":"DEM–FEM analysis of soil failure process via the separate edge coupling method","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"National Natural Science Foundation of China","keywords":"Discrete element method; Finite element method; Coupling (piping); Spurious relationship; Structural engineering; Discontinuity (linguistics); Mechanics; Engineering; Physics; Computer science; Mathematics; Mathematical analysis; Mechanical engineering","score_opus":0.030651396624352865,"score_gpt":0.41567580495507894,"score_spread":0.3850244083307261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2582406615","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1984113,0.0002714029,0.7896349,0.00016598916,0.000057331174,0.00007984377,0.00014059749,0.00038416308,0.0108544715],"genre_scores_gemma":[0.9649788,0.00009967913,0.032087307,0.00002825745,0.000014419988,0.000045641606,0.000060583236,0.00003551119,0.0026498463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982977,0.000038863935,0.000008102439,0.000029717248,0.00006838139,0.000025147281],"domain_scores_gemma":[0.9996088,0.00015417779,0.000056202196,0.000041033403,0.000116447554,0.000023314731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042233273,0.00041515983,0.00028472202,0.0007703416,0.00023163162,0.00030192296,0.0005668609,0.0007235038,0.0018785346],"category_scores_gemma":[0.0009509537,0.00023610271,0.00052341336,0.0002939706,0.00048158938,0.00041407667,0.0005690243,0.000398398,0.00019156662],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042466683,0.00003440671,0.002302328,0.0000696798,0.00002212105,0.00015857576,0.00009899078,0.95549244,0.010848127,0.012048298,0.00050530955,0.01837729],"study_design_scores_gemma":[6.6022164e-7,0.0000028810796,0.00017517465,0.0000016379086,7.3058135e-7,0.0000071703334,0.0000035257335,0.99918574,0.00024258049,0.00026066843,0.00011742559,0.000001790306],"about_ca_topic_score_codex":0.0051133507,"about_ca_topic_score_gemma":0.0022849774,"teacher_disagreement_score":0.0051133507,"about_ca_system_score_codex":0.00037653555,"about_ca_system_score_gemma":0.0003406704,"threshold_uncertainty_score":0.0101671815},"labels":[],"label_agreement":null},{"id":"W2585884375","doi":"10.1002/nag.2670","title":"A new analytical model to study the influence of weld on the vertical dynamic response of prestressed pipe pile","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Pile; Heaviside step function; Laplace transform; Viscoelasticity; Structural engineering; Time domain; Mechanics; Admittance; Frequency domain; Kelvin–Voigt material; Cylinder; Fourier transform; Dynamic load testing; Geotechnical engineering; Engineering; Electrical impedance; Geology; Materials science; Mathematical analysis; Mathematics; Physics; Computer science; Mechanical engineering","score_opus":0.032385242078367224,"score_gpt":0.3733470319198338,"score_spread":0.3409617898414666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2585884375","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15649231,0.00039157976,0.8298343,0.00014041437,0.00006400132,0.000061743245,0.000118392185,0.00052487134,0.012372402],"genre_scores_gemma":[0.97021747,0.00043882415,0.017943224,0.0000408341,0.000018848597,0.00006351575,0.000077397184,0.000043005817,0.011156877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987924,0.000014005794,0.0000052051614,0.000022481781,0.00005632011,0.000022659859],"domain_scores_gemma":[0.999877,0.000028434863,0.000034826495,0.00001649445,0.00003674414,0.0000065581617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014120385,0.0005276657,0.0003007944,0.00044881395,0.0001874459,0.00044161058,0.0006636714,0.00086289755,0.001496171],"category_scores_gemma":[0.00041023703,0.00026801814,0.0004480063,0.00032596465,0.00038548437,0.00057566335,0.00039123365,0.0004261136,0.0004021623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003665097,0.00004681726,0.0006373875,0.00012202306,0.000015008543,0.00060146174,0.00013792599,0.84885144,0.13089725,0.00806641,0.0002968277,0.010290794],"study_design_scores_gemma":[0.0000015152023,0.000025332805,0.00030372868,0.0000044760623,0.000003922658,0.00006844621,0.00002533986,0.9951898,0.003443977,0.00043827386,0.00048918405,0.00000598474],"about_ca_topic_score_codex":0.0024533977,"about_ca_topic_score_gemma":0.0019431529,"teacher_disagreement_score":0.0024533977,"about_ca_system_score_codex":0.00031096456,"about_ca_system_score_gemma":0.00042379467,"threshold_uncertainty_score":0.005005181},"labels":[],"label_agreement":null},{"id":"W2592727083","doi":"10.1002/nag.2677","title":"A coupled discrete element model for the simulation of soil and water flow through an orifice","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Geotechnical engineering; Discrete element method; Sinkhole; Body orifice; Erosion; Internal erosion; Flow (mathematics); Fluidization; Hydraulic head; Environmental science; Geology; Mechanics; Engineering; Fluidized bed","score_opus":0.04119963558572956,"score_gpt":0.3763535629280736,"score_spread":0.33515392734234406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2592727083","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18241797,0.00025951106,0.80203104,0.00029834406,0.00010527797,0.0001719861,0.00047500068,0.000683894,0.013556929],"genre_scores_gemma":[0.89656734,0.0002613414,0.09031022,0.00009603582,0.00002113413,0.00045135166,0.00035480285,0.00010136056,0.0118363025],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977607,0.000047582394,0.000015561523,0.000041441748,0.00008640489,0.000032842952],"domain_scores_gemma":[0.9996555,0.00016683825,0.000038432347,0.000028191085,0.00006959472,0.00004145011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003410883,0.0004924128,0.0007439045,0.0005321907,0.0005707858,0.0009901626,0.0014743207,0.002127714,0.002940656],"category_scores_gemma":[0.0009334552,0.00057917734,0.0008724661,0.0004690349,0.0008268727,0.0006158345,0.0009721289,0.0008231966,0.000407516],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020251939,0.000024386694,0.0003837669,0.000015766705,0.000009589695,0.000042994507,0.000036602825,0.9942654,0.0018547591,0.0015372526,0.0000844959,0.0017247727],"study_design_scores_gemma":[0.000004471108,0.0000070276965,0.000045619698,0.0000015021924,0.000002183504,0.000004489211,0.0000041979383,0.9992742,0.0002078069,0.00021540518,0.00023041162,0.0000026285966],"about_ca_topic_score_codex":0.01079275,"about_ca_topic_score_gemma":0.00544257,"teacher_disagreement_score":0.01079275,"about_ca_system_score_codex":0.00065462576,"about_ca_system_score_gemma":0.0010552483,"threshold_uncertainty_score":0.021459877},"labels":[],"label_agreement":null},{"id":"W2613211599","doi":"10.1002/nag.2698","title":"Investigation into the effect of fault properties on wave transmission","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"Universidad de Concepción; University of New South Wales","keywords":"Discontinuity (linguistics); Rock mass classification; Geology; Finite element method; Fault (geology); Discrete element method; Geotechnical engineering; Transmission (telecommunications); Particle velocity; Seismic wave; Seismology; Structural engineering; Engineering; Mechanics; Physics; Mathematics","score_opus":0.054474539763648674,"score_gpt":0.35837365678851624,"score_spread":0.30389911702486755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613211599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916837,0.00008349761,0.007219514,0.000020801232,0.0000076134374,0.000010085686,0.000062788284,0.00007062056,0.0008413031],"genre_scores_gemma":[0.9991092,0.000040373696,0.0007036113,0.0000022165946,0.0000010236002,0.0000025341456,0.00003489763,0.0000061119026,0.00009994167],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968493,0.00004973837,0.00003311502,0.000051432027,0.00013206086,0.00004870838],"domain_scores_gemma":[0.9981141,0.0011443984,0.0002527513,0.00016469807,0.00028795467,0.00003609383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049082487,0.00028871544,0.0003982313,0.00059209025,0.00023622678,0.0005598288,0.00032975353,0.00039431654,0.0011287492],"category_scores_gemma":[0.0027189804,0.00017697853,0.00030643994,0.00042270808,0.00035255303,0.00051794224,0.00028954018,0.0003745613,0.00019024726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007095891,0.00027401696,0.06576377,0.00043194595,0.00008614345,0.001046314,0.00044076538,0.4665827,0.41299525,0.0007522065,0.00028019477,0.05063712],"study_design_scores_gemma":[0.000036554422,0.0012506985,0.0760144,0.000048416216,0.000114393326,0.00047330593,0.00052728254,0.6763699,0.24380322,0.0003586557,0.00095218694,0.000050987044],"about_ca_topic_score_codex":0.0018761988,"about_ca_topic_score_gemma":0.0011807728,"teacher_disagreement_score":0.0018761988,"about_ca_system_score_codex":0.00022946755,"about_ca_system_score_gemma":0.0002103174,"threshold_uncertainty_score":0.0037760735},"labels":[],"label_agreement":null},{"id":"W2629701509","doi":"10.1002/nag.2708","title":"Coupling of solid deformation and pore pressure for undrained deformation—a discrete element method approach","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discrete element method; Pore water pressure; Isotropy; Extended discrete element method; Deformation (meteorology); Mechanics; Materials science; Coupling (piping); Geotechnical engineering; Particle (ecology); Porosity; Finite element method; Effective stress; Isotropic solid; Contact mechanics; Stress (linguistics); Solid mechanics; Structural engineering; Composite material; Engineering; Geology; Extended finite element method; Physics; Finite element limit analysis","score_opus":0.02779579913822679,"score_gpt":0.37092391847318035,"score_spread":0.3431281193349536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2629701509","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022912748,0.000051455667,0.97429353,0.00008570585,0.000037412166,0.000044557844,0.000021386633,0.0001428298,0.0024104014],"genre_scores_gemma":[0.59105086,0.00018362595,0.40033624,0.00010633538,0.00004334248,0.00025892703,0.00006268417,0.00016989103,0.007788073],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963796,0.00011576366,0.000019976213,0.00003873727,0.0001594327,0.000028046377],"domain_scores_gemma":[0.9994837,0.00027242827,0.00004375766,0.0000681146,0.00010093554,0.000031033618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007035274,0.00039219073,0.00066236814,0.00049030816,0.00042503208,0.0007690383,0.0014126975,0.0010956555,0.0021837323],"category_scores_gemma":[0.0011897786,0.00046454082,0.0005481834,0.0002874087,0.001011262,0.0007231458,0.00085701176,0.0011100745,0.00042236192],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003953558,0.00011128102,0.0005833022,0.00007195093,0.000024042947,0.00010860497,0.00015913583,0.9294413,0.014949629,0.031935412,0.0002945507,0.022281276],"study_design_scores_gemma":[0.000003465428,0.0000047778867,0.00002171599,0.0000017719619,9.918538e-7,0.0000046066034,0.0000034635545,0.9984471,0.0005594203,0.0006469686,0.00030321826,0.0000025569404],"about_ca_topic_score_codex":0.0038044325,"about_ca_topic_score_gemma":0.0021299913,"teacher_disagreement_score":0.0038044325,"about_ca_system_score_codex":0.00070429756,"about_ca_system_score_gemma":0.0008881937,"threshold_uncertainty_score":0.0075646043},"labels":[],"label_agreement":null},{"id":"W2730111971","doi":"10.1002/nag.2706","title":"Stress and strain fields for overdamped slug tests in aquifer materials, and resulting conservation equation","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slug test; Aquifer; Mechanics; Constitutive equation; Yield surface; Hydraulic conductivity; Geotechnical engineering; Laplace transform; Mathematics; Classical mechanics; Physics; Mathematical analysis; Geology; Finite element method; Thermodynamics","score_opus":0.07297849689819912,"score_gpt":0.39614796295540894,"score_spread":0.3231694660572098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2730111971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66727626,0.0012328874,0.28265232,0.0025301042,0.00020272835,0.00016352032,0.00083418074,0.00032568362,0.044782273],"genre_scores_gemma":[0.9785679,0.00039139422,0.011434328,0.00019342481,0.000037857902,0.00006680854,0.00015117376,0.000049775335,0.009107247],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985135,0.000034780132,0.000013160813,0.000026300635,0.000047764253,0.000026684864],"domain_scores_gemma":[0.99949086,0.00022741522,0.00009043288,0.000027760412,0.000125897,0.000037612415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073018874,0.00027364574,0.000315399,0.0011908136,0.00030559153,0.0009611337,0.00049435766,0.00055852253,0.0029685178],"category_scores_gemma":[0.0019174946,0.00017131929,0.00028741307,0.00041706025,0.0015189433,0.0008999929,0.0005571722,0.00043691104,0.00020050418],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014113208,0.00012749856,0.009708358,0.00020306862,0.000026975938,0.0010292612,0.00060736603,0.43251678,0.028496588,0.4926415,0.0027874925,0.03171395],"study_design_scores_gemma":[0.000016943013,0.00004049425,0.0035507763,0.000024936153,0.000008457464,0.0002146907,0.00012444628,0.92187583,0.0025116876,0.07027047,0.0013370607,0.000024268309],"about_ca_topic_score_codex":0.004087214,"about_ca_topic_score_gemma":0.0026966815,"teacher_disagreement_score":0.004087214,"about_ca_system_score_codex":0.00093638984,"about_ca_system_score_gemma":0.0005637914,"threshold_uncertainty_score":0.00993067},"labels":[],"label_agreement":null},{"id":"W2748045039","doi":"10.1002/nag.2724","title":"Similarity solution for cavity expansion in thermoplastic soil","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Ordinary differential equation; Thermal expansion; Pore water pressure; Isothermal process; Geotechnical engineering; Cavity wall; Mechanics; Partial differential equation; Materials science; Similarity solution; Critical state soil mechanics; Constitutive equation; Displacement (psychology); Differential equation; Thermodynamics; Mathematics; Geology; Mathematical analysis; Finite element method; Physics; Composite material; Boundary layer","score_opus":0.04534008336561204,"score_gpt":0.3824799643326465,"score_spread":0.3371398809670345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2748045039","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18712452,0.0004848898,0.7909325,0.00051527965,0.00009936705,0.00010911025,0.00009138491,0.00021265427,0.020430353],"genre_scores_gemma":[0.9493285,0.00035132637,0.035178907,0.00012892284,0.00005417679,0.00010431085,0.000041125815,0.00007090598,0.014741788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998204,0.000041869374,0.000006253598,0.00003609903,0.0000634392,0.00003205834],"domain_scores_gemma":[0.9996376,0.00017470236,0.000049359132,0.000016174292,0.000098863784,0.000023233919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039768917,0.00034457172,0.0005113717,0.00063324644,0.0002929276,0.00048981834,0.00046013523,0.0010579294,0.0023483303],"category_scores_gemma":[0.0014904311,0.00019235254,0.00047786886,0.00027589552,0.00095873105,0.0006469764,0.0008161511,0.00054502825,0.00021285853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055553144,0.000083690735,0.0009960093,0.00015509108,0.00001556119,0.00044769497,0.00026780242,0.7760707,0.03478971,0.16129391,0.0009916613,0.024832577],"study_design_scores_gemma":[0.000005838253,0.000015409145,0.000157285,0.0000074236427,0.0000021041237,0.000036368914,0.00003697781,0.9893021,0.0015080378,0.008147669,0.00077373,0.0000070583947],"about_ca_topic_score_codex":0.002206154,"about_ca_topic_score_gemma":0.0015876491,"teacher_disagreement_score":0.0023483303,"about_ca_system_score_codex":0.0005883376,"about_ca_system_score_gemma":0.00078645017,"threshold_uncertainty_score":0.007855952},"labels":[],"label_agreement":null},{"id":"W2766686447","doi":"10.1002/nag.2756","title":"Modeling of self‐desiccation in a cemented backfill structure","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Desiccation; Multiphysics; Consolidation (business); Materials science; Pore water pressure; Geotechnical engineering; Environmental science; Composite material; Geology; Finite element method; Engineering; Ecology; Structural engineering","score_opus":0.04082997052085414,"score_gpt":0.360131809206084,"score_spread":0.3193018386852299,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766686447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.854708,0.0004235798,0.12064888,0.00031913817,0.00004336206,0.00012260323,0.0005659414,0.00050221157,0.022666125],"genre_scores_gemma":[0.9927239,0.000116708914,0.0037367605,0.000020403984,0.0000036949853,0.00006655583,0.0001040169,0.000028032799,0.0031999887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998191,0.000027514563,0.000008401373,0.00004382932,0.000055194396,0.00004609668],"domain_scores_gemma":[0.9997731,0.000074235475,0.00005031884,0.000025643303,0.000049411134,0.00002731033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027659268,0.0005463674,0.00066249474,0.00054645486,0.0006159713,0.0011598621,0.0012635232,0.002128123,0.001759519],"category_scores_gemma":[0.00056325534,0.00048729568,0.0008005248,0.0004044412,0.0010619123,0.0007196036,0.00070553337,0.00051028805,0.00027213956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012618527,0.000018907927,0.00053601054,0.000013620194,0.0000055607607,0.00007392418,0.000025314492,0.99539834,0.0024773215,0.0007081847,0.000042610896,0.00068763644],"study_design_scores_gemma":[0.00000391314,0.000011944838,0.00025482525,0.0000023337295,0.0000029929608,0.000010713769,0.00001120328,0.999012,0.00039778705,0.00015218242,0.00013654234,0.0000035292173],"about_ca_topic_score_codex":0.01569061,"about_ca_topic_score_gemma":0.006103093,"teacher_disagreement_score":0.01569061,"about_ca_system_score_codex":0.0011238,"about_ca_system_score_gemma":0.0011700568,"threshold_uncertainty_score":0.031198561},"labels":[],"label_agreement":null},{"id":"W2789504939","doi":"10.1002/nag.2774","title":"Revisiting the existence of an effective stress for wet granular soils with micromechanics","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Natural Science Foundation of China","keywords":"Micromechanics; Granular material; Constitutive equation; Stress (linguistics); Discrete element method; Mechanics; Materials science; Geotechnical engineering; Cauchy stress tensor; Slip (aerodynamics); Viscoplasticity; Classical mechanics; Finite element method; Composite material; Geology; Physics; Thermodynamics","score_opus":0.01702600756797988,"score_gpt":0.3544320256470802,"score_spread":0.3374060180791003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789504939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7653099,0.00029473103,0.22599263,0.00023314878,0.000042592976,0.000043972857,0.00010189576,0.000121171426,0.0078600375],"genre_scores_gemma":[0.99505866,0.00005926474,0.0043108966,0.000011356335,0.000007367556,0.0000134143675,0.000014573064,0.000012222613,0.0005123306],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999037,0.000020930951,0.0000062429276,0.000014028661,0.00003084874,0.000024270188],"domain_scores_gemma":[0.9997459,0.000113333685,0.000049928945,0.00003291885,0.000030520747,0.000027338669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031442867,0.00028558818,0.0002519255,0.00044466913,0.0002913159,0.0009693409,0.00040534072,0.0007216907,0.0010567321],"category_scores_gemma":[0.0008214187,0.0002033905,0.00030979692,0.00028125025,0.0009462012,0.00082722655,0.0004627606,0.00039399715,0.00008481541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006752342,0.00011664942,0.00689914,0.00013915873,0.00002668145,0.0005941129,0.00017479935,0.8242533,0.05956942,0.094811045,0.00026314796,0.013084934],"study_design_scores_gemma":[0.0000045885686,0.00001863359,0.0010099107,0.0000062510253,0.0000026050448,0.000035080677,0.00003208845,0.99082434,0.0018657844,0.005972586,0.0002226503,0.0000055323053],"about_ca_topic_score_codex":0.0016171018,"about_ca_topic_score_gemma":0.0012552871,"teacher_disagreement_score":0.0016171018,"about_ca_system_score_codex":0.00041265847,"about_ca_system_score_gemma":0.0003794482,"threshold_uncertainty_score":0.0035350919},"labels":[],"label_agreement":null},{"id":"W2789873611","doi":"10.1002/nag.2779","title":"Equivalent continuum strain calculations based on <scp>3D</scp> particle kinematic measurements of sand","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Nortel (Canada)","funders":"Division of Civil, Mechanical and Manufacturing Innovation; Office of Naval Research","keywords":"Eulerian path; Shearing (physics); Discrete element method; Infinitesimal strain theory; Granular material; Finite element method; Cauchy stress tensor; Cauchy distribution; Extended discrete element method; Mechanics; Solid mechanics; Kinematics; Continuum mechanics; Shear (geology); Materials science; Mathematics; Classical mechanics; Mathematical analysis; Geotechnical engineering; Physics; Geology; Structural engineering; Engineering; Mixed finite element method; Composite material","score_opus":0.05925426190948707,"score_gpt":0.36844722803406804,"score_spread":0.30919296612458097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789873611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8597448,0.00006158926,0.13212672,0.000038559403,0.000019318968,0.000050107155,0.0003953396,0.0006518433,0.0069117844],"genre_scores_gemma":[0.9859995,0.0000391165,0.01343894,0.000004722634,0.0000010415241,0.000014270194,0.000116630596,0.000017979068,0.0003677488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997527,0.00001621489,0.000015029023,0.00003152318,0.00016670497,0.000017856362],"domain_scores_gemma":[0.99975604,0.00005960633,0.000038604278,0.00006276008,0.000067443565,0.000015517982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017857277,0.00025123756,0.00018746323,0.0011853882,0.00020713994,0.0006221253,0.0005245513,0.00027345272,0.0009408416],"category_scores_gemma":[0.00083444006,0.00022105337,0.0002057632,0.00066318235,0.00052853883,0.0004114788,0.00029358128,0.00025231202,0.00022838994],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022937972,0.00017764115,0.017584538,0.00015241561,0.00002945596,0.0006034323,0.00032251526,0.7118836,0.19195187,0.010503672,0.00057865673,0.06598281],"study_design_scores_gemma":[0.000009107107,0.000027893939,0.011030285,0.0000067241194,0.000005836475,0.000077994344,0.00006003067,0.923374,0.06402434,0.00081802055,0.00054440234,0.000021483429],"about_ca_topic_score_codex":0.00782294,"about_ca_topic_score_gemma":0.008476146,"teacher_disagreement_score":0.00782294,"about_ca_system_score_codex":0.0008682275,"about_ca_system_score_gemma":0.00045091394,"threshold_uncertainty_score":0.015554786},"labels":[],"label_agreement":null},{"id":"W2885355172","doi":"10.1002/nag.2814","title":"Statistical analysis of stress transmission in wet granular materials","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Academy of Finland; Energi Simulation","keywords":"Micromechanics; Granular material; Capillary action; Dimensionless quantity; Homogenization (climate); Hydrostatic equilibrium; Capillary pressure; Stress (linguistics); Anisotropy; Statistical physics; Materials science; Discrete element method; Mechanics; Physics; Porous medium; Composite material; Porosity","score_opus":0.020973404716407826,"score_gpt":0.36257912833708733,"score_spread":0.3416057236206795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885355172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78299356,0.00019334874,0.21385373,0.00010592748,0.000021647187,0.000030640364,0.0002514908,0.0003215414,0.002228101],"genre_scores_gemma":[0.99582505,0.00005536514,0.003666448,0.0000084357325,0.000013635638,0.000012592192,0.00011185474,0.000018907736,0.0002876372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966586,0.0000489496,0.000021779479,0.0000654933,0.00015074562,0.00004714504],"domain_scores_gemma":[0.99799794,0.0009235676,0.0005460244,0.0001916383,0.00026432142,0.00007644649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006787433,0.00019789455,0.00027075704,0.0016246322,0.00020797171,0.0006121627,0.00034204064,0.00024133862,0.0010477933],"category_scores_gemma":[0.0022863855,0.00016937812,0.00027818288,0.00071483274,0.0009080314,0.00056649116,0.0003817631,0.0003029644,0.00011792436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026594652,0.0001853459,0.018197894,0.00021237935,0.000103255305,0.0008324711,0.00019848922,0.77462214,0.07683737,0.08335411,0.0008418765,0.04434875],"study_design_scores_gemma":[0.0000036060464,0.000052136795,0.011570639,0.0000071406807,0.0000076080396,0.000078174024,0.000041532447,0.9724325,0.0062795673,0.009208481,0.00030109656,0.000017542492],"about_ca_topic_score_codex":0.0007642494,"about_ca_topic_score_gemma":0.000370984,"teacher_disagreement_score":0.0016246322,"about_ca_system_score_codex":0.00036616938,"about_ca_system_score_gemma":0.00030163868,"threshold_uncertainty_score":0.0035896301},"labels":[],"label_agreement":null},{"id":"W2898158426","doi":"10.1002/nag.2867","title":"Micromechanical approach to swelling behavior of capillary‐porous media with coupled physics","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Capillary action; Micromechanics; Porous medium; Materials science; Terzaghi's principle; Stress (linguistics); Mechanics; Capillary pressure; Effective stress; Composite material; Geotechnical engineering; Porosity; Physics; Geology; Pore water pressure","score_opus":0.03189305950713792,"score_gpt":0.3320540567663334,"score_spread":0.3001609972591955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898158426","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29499325,0.00093172904,0.6824961,0.0004323882,0.00007253978,0.00012718567,0.0000997639,0.00021639654,0.020630684],"genre_scores_gemma":[0.9777679,0.00027147654,0.018472847,0.000040938663,0.000035971367,0.000069796384,0.00001656763,0.000018260234,0.003306164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999273,0.000016268501,0.0000032622197,0.000012475753,0.000025603464,0.000015120559],"domain_scores_gemma":[0.99988794,0.000050804232,0.00002124872,0.000009381639,0.000018324317,0.000012308608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016539771,0.00034743623,0.00021589342,0.0005239427,0.00027358782,0.0004305567,0.00046787137,0.00042905242,0.001059152],"category_scores_gemma":[0.00033974295,0.00018809059,0.00038496897,0.00018401709,0.00078647153,0.00056956307,0.00062675605,0.00042334164,0.00008861748],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047966867,0.00012193954,0.0010075683,0.00012199526,0.00003585792,0.0004436206,0.00024102056,0.6146752,0.14582217,0.22501607,0.00030463672,0.012161941],"study_design_scores_gemma":[0.000002851533,0.000014124859,0.00024755066,0.0000023532184,0.0000019400977,0.000017773033,0.000011441464,0.9899767,0.0016992156,0.007738815,0.00028187557,0.000005441574],"about_ca_topic_score_codex":0.0021531526,"about_ca_topic_score_gemma":0.001698411,"teacher_disagreement_score":0.0021531526,"about_ca_system_score_codex":0.0006101639,"about_ca_system_score_gemma":0.00034334484,"threshold_uncertainty_score":0.004427016},"labels":[],"label_agreement":null},{"id":"W2912623819","doi":"10.1002/nag.2886","title":"An analytical continuum model for axially loaded end‐bearing piles in inhomogeneous soil","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Innovation Cluster (Canada)","funders":"","keywords":"Axial symmetry; Pile; Settlement (finance); Moduli; Geotechnical engineering; Algebraic equation; Stiffness; Modulus; Bearing (navigation); Shear modulus; Mathematics; Mechanics; Geology; Structural engineering; Geometry; Physics; Engineering; Nonlinear system; Computer science","score_opus":0.027753715006722135,"score_gpt":0.3446104224685267,"score_spread":0.31685670746180455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912623819","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14154662,0.0003294427,0.8318991,0.00025546504,0.000058886086,0.000083664,0.00030730298,0.00035031835,0.025169188],"genre_scores_gemma":[0.9562985,0.0003258524,0.024245724,0.00006370721,0.000026935842,0.00014297807,0.00013236506,0.000056379104,0.018707588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987984,0.000024222809,0.0000055154887,0.000025593412,0.000043896573,0.000020982296],"domain_scores_gemma":[0.9998733,0.00003838412,0.000030075566,0.000015946285,0.000028575518,0.000013682195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015107579,0.00048307344,0.00043505934,0.0005819341,0.00036539245,0.0008051893,0.0013615853,0.0010936387,0.0016967843],"category_scores_gemma":[0.0003596557,0.00035679442,0.000447624,0.0005886837,0.00073875586,0.00064397365,0.0006366094,0.00041876573,0.00045247455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020621857,0.00003425992,0.0004979879,0.00004031815,0.000009844281,0.0003997524,0.00006775234,0.9716904,0.008945843,0.013707578,0.00028770496,0.004297981],"study_design_scores_gemma":[0.0000026786965,0.000010024992,0.00016515363,0.0000035636087,0.0000025106376,0.000041702016,0.000018243614,0.9977919,0.00032208159,0.0012492627,0.0003882088,0.0000046077307],"about_ca_topic_score_codex":0.0037988669,"about_ca_topic_score_gemma":0.0033690871,"teacher_disagreement_score":0.0037988669,"about_ca_system_score_codex":0.0005364103,"about_ca_system_score_gemma":0.00057813525,"threshold_uncertainty_score":0.007553518},"labels":[],"label_agreement":null},{"id":"W2920403792","doi":"10.1002/nag.2913","title":"A probabilistic approach for computing water retention of particulate systems from statistics of grain size and tessellated pore network","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Energi Simulation","keywords":"Water retention curve; Particle-size distribution; Soil water; Porous medium; Void ratio; Capillary action; Particle size; Granular material; Wetting; SPHERES; Saturation (graph theory); Geotechnical engineering; Mathematics; Porosity; Mechanics; Water retention; Materials science; Engineering; Soil science; Geology; Physics","score_opus":0.021407903537125343,"score_gpt":0.3047363799274381,"score_spread":0.2833284763903127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920403792","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03492109,0.000050151262,0.9639458,0.00003262291,0.000004675804,0.000014379323,0.000115294824,0.00046486047,0.00045119523],"genre_scores_gemma":[0.75100654,0.00013896044,0.24728316,0.00003734061,0.000024387375,0.00012444281,0.00036531663,0.00013757392,0.0008822773],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968493,0.0000625958,0.000024986326,0.00006681295,0.00011687688,0.000043746022],"domain_scores_gemma":[0.99834585,0.0010012347,0.00019815865,0.00015702857,0.00023425296,0.00006346379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008692113,0.00031249455,0.00042282417,0.0014984201,0.00033093014,0.0009201948,0.00093815,0.000595757,0.0010224944],"category_scores_gemma":[0.0046287775,0.0004044013,0.00071825454,0.0010064648,0.00065001874,0.0011598725,0.00083341735,0.00049516954,0.00021230153],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028728364,0.00001120182,0.0015091741,0.000022920198,0.000021215012,0.000028361896,0.000025532829,0.96370935,0.0026562808,0.018067146,0.00014684189,0.013773245],"study_design_scores_gemma":[0.0000010226214,0.000004578733,0.00022061613,0.0000010730951,0.0000013321124,0.000007351087,0.00000281582,0.9949974,0.00036140298,0.004284287,0.00011521691,0.0000029250114],"about_ca_topic_score_codex":0.0063600256,"about_ca_topic_score_gemma":0.0050359247,"teacher_disagreement_score":0.0063600256,"about_ca_system_score_codex":0.0009938381,"about_ca_system_score_gemma":0.00079400063,"threshold_uncertainty_score":0.012646019},"labels":[],"label_agreement":null},{"id":"W2924186078","doi":"10.1002/nag.2912","title":"A depth average SPH model including <b><i>μ</i></b>(<i>I</i>) rheology and crushing for rock avalanches","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Key Research and Development Program of China; Ministerio de Asuntos Económicos y Transformación Digital, Gobierno de España","keywords":"Rheology; Fractal; Smoothed-particle hydrodynamics; Geology; Geotechnical engineering; Mechanics; Fragmentation (computing); Law; Statistical physics; Physics; Mathematics; Thermodynamics; Computer science; Mathematical analysis","score_opus":0.0341945662218621,"score_gpt":0.36605108616606935,"score_spread":0.33185651994420723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2924186078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7684737,0.00057581405,0.20664527,0.000684456,0.00018437536,0.00010324898,0.00057456223,0.0005949082,0.022163626],"genre_scores_gemma":[0.9912545,0.00015156626,0.004178388,0.000030233394,0.000035029298,0.00002481539,0.00007871241,0.00002166882,0.0042251893],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999362,0.000010474877,0.000004147727,0.000016553706,0.00001579311,0.000016813168],"domain_scores_gemma":[0.9998363,0.000031700467,0.000034283075,0.000020868154,0.000035948782,0.000040757535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001620747,0.00042578188,0.00050623645,0.0003675235,0.00032150457,0.00072376453,0.000998499,0.00083918683,0.0010177608],"category_scores_gemma":[0.0004963675,0.0002680718,0.0005286398,0.00034879192,0.0006220375,0.00055820163,0.0005905823,0.00047301222,0.00013818515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051359362,0.00004742238,0.0025659217,0.00002309477,0.000021739746,0.00021639107,0.00004107068,0.9805273,0.0043586004,0.008028078,0.00038004678,0.0037389882],"study_design_scores_gemma":[0.000008288059,0.000010999345,0.00040963126,0.0000016662115,0.0000042684837,0.0000112464395,0.000005111338,0.9987651,0.00012781331,0.0004754122,0.0001755644,0.0000048634965],"about_ca_topic_score_codex":0.04273899,"about_ca_topic_score_gemma":0.0147637585,"teacher_disagreement_score":0.04273899,"about_ca_system_score_codex":0.00084799266,"about_ca_system_score_gemma":0.0010484882,"threshold_uncertainty_score":0.08498043},"labels":[],"label_agreement":null},{"id":"W2944545809","doi":"10.1002/nag.2940","title":"Numerical modeling of fracturing in permeable rocks via a micromechanical continuum model","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Saudi Aramco","keywords":"Poromechanics; Mechanics; Constitutive equation; Materials science; Anisotropy; Representative elementary volume; Geotechnical engineering; Coalescence (physics); Material properties; Microscale chemistry; Porous medium; Geology; Finite element method; Porosity; Physics; Structural engineering; Engineering; Composite material; Mathematics","score_opus":0.025849984150618625,"score_gpt":0.3377597644657048,"score_spread":0.3119097803150862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944545809","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18012716,0.0007197831,0.7878396,0.0009805161,0.00012691853,0.00013453052,0.00033263836,0.000550878,0.029187966],"genre_scores_gemma":[0.9475288,0.00039171497,0.040463403,0.000094690164,0.00004132425,0.00023712163,0.000114676994,0.000068795925,0.011059302],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984884,0.000037625854,0.000010206316,0.00002918321,0.00005400398,0.000020070203],"domain_scores_gemma":[0.99970526,0.00013199064,0.00005063462,0.00003061603,0.000050303715,0.00003111554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002915329,0.0003685285,0.00049117074,0.00056346884,0.00054698036,0.0010344958,0.0010229236,0.0014838757,0.00206374],"category_scores_gemma":[0.00069976324,0.00035853795,0.0005389256,0.0003939162,0.0009692019,0.00072761835,0.0009102572,0.0008252772,0.0003347311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008801518,0.000019672965,0.00031995948,0.0000144569085,0.0000076212195,0.000059650134,0.000028918848,0.98754174,0.0020509183,0.008309188,0.000091970454,0.0015469826],"study_design_scores_gemma":[0.0000017457025,0.0000040268524,0.00006583839,0.0000018026759,0.0000010487536,0.0000049214614,0.0000044501408,0.998679,0.00009648973,0.0009403275,0.00019823517,0.0000020959465],"about_ca_topic_score_codex":0.0085963495,"about_ca_topic_score_gemma":0.004359997,"teacher_disagreement_score":0.0085963495,"about_ca_system_score_codex":0.00097327103,"about_ca_system_score_gemma":0.0008366705,"threshold_uncertainty_score":0.017092645},"labels":[],"label_agreement":null},{"id":"W2952249676","doi":"10.1002/nag.2974","title":"Discrete element analysis of the influence of bolt pattern and spacing on the force‐displacement response of bolted steel mesh","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; China Postdoctoral Science Foundation","keywords":"Structural engineering; Deformation (meteorology); Finite element method; Displacement (psychology); Wire mesh; Bolted joint; Engineering; Ultimate tensile strength; Fastener; Materials science; Composite material","score_opus":0.011749144378647072,"score_gpt":0.31594368686442825,"score_spread":0.3041945424857812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952249676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95254916,0.00007861022,0.043668326,0.000059745755,0.000014472902,0.000021648053,0.0001148668,0.00014718402,0.0033460807],"genre_scores_gemma":[0.99511456,0.000028931983,0.0036137505,0.0000060600796,0.0000014302245,0.000013501563,0.000041768435,0.000009871402,0.0011701107],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998449,0.000026844631,0.000008991054,0.000020990929,0.00007362177,0.000024691924],"domain_scores_gemma":[0.99927384,0.00048407854,0.00006664003,0.00005420665,0.00009280304,0.000028559041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032140315,0.00020970627,0.00028714247,0.00043603234,0.00015515847,0.00036324727,0.0003329882,0.0003798496,0.001557224],"category_scores_gemma":[0.0009911319,0.00022342702,0.0003143756,0.0001798993,0.0003565263,0.0001771266,0.00020562905,0.00020184959,0.00022276357],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024859846,0.00010724869,0.0038980152,0.00009668758,0.00002734895,0.0001508548,0.00015131198,0.87542194,0.10656045,0.0008724826,0.0002037796,0.012261327],"study_design_scores_gemma":[0.0000053376643,0.00006691481,0.0015416613,0.000004087084,0.0000051789802,0.000013149381,0.000025233801,0.9880311,0.010081153,0.000070771704,0.00015032245,0.00000506402],"about_ca_topic_score_codex":0.0032767416,"about_ca_topic_score_gemma":0.0023527718,"teacher_disagreement_score":0.0032767416,"about_ca_system_score_codex":0.00033478186,"about_ca_system_score_gemma":0.0002328082,"threshold_uncertainty_score":0.006515324},"labels":[],"label_agreement":null},{"id":"W2966187075","doi":"10.1002/nag.2975","title":"A new versatile constitutive law for modelling the monotonic response of soft rocks and structured fine‐grained soils","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Constitutive equation; Yield surface; Parametric statistics; Finite element method; Critical state soil mechanics; Isotropy; Hardening (computing); Plasticity; Stiffness; Computer science; Mathematics; Structural engineering; Geotechnical engineering; Mechanics; Engineering; Materials science; Physics","score_opus":0.019151303796161236,"score_gpt":0.31350820492532033,"score_spread":0.2943569011291591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966187075","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062367443,0.00028205896,0.9293977,0.00011244144,0.0000535681,0.000069830334,0.00018449938,0.00030138597,0.0072310767],"genre_scores_gemma":[0.90684986,0.00041881428,0.08517566,0.000046796646,0.000032266766,0.000165608,0.00024108579,0.00012355982,0.0069463444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998623,0.000018669902,0.000008245733,0.000026455178,0.0000678387,0.000016490827],"domain_scores_gemma":[0.99988115,0.000036255235,0.000023632785,0.000024556894,0.00002744271,0.0000070399906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025051425,0.00033221132,0.0003002998,0.00054850016,0.00018622736,0.00061727216,0.000707551,0.0006919806,0.0009897825],"category_scores_gemma":[0.00042170414,0.00021242951,0.0006239447,0.00033234752,0.00060322165,0.0005016405,0.00038248455,0.00051078154,0.00028861058],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014914496,0.00003618219,0.00062584004,0.00008072457,0.000013679746,0.00013858957,0.00008525668,0.88039917,0.063509434,0.039245818,0.0005138185,0.015336578],"study_design_scores_gemma":[0.0000023785979,0.000009785511,0.00021440085,0.000004973923,0.0000032177702,0.000037579193,0.00000697057,0.99281067,0.0024433758,0.0025858032,0.0018760671,0.0000047546678],"about_ca_topic_score_codex":0.0018649865,"about_ca_topic_score_gemma":0.0016680285,"teacher_disagreement_score":0.0018649865,"about_ca_system_score_codex":0.00033071978,"about_ca_system_score_gemma":0.00054512103,"threshold_uncertainty_score":0.0037082434},"labels":[],"label_agreement":null},{"id":"W2969373786","doi":"10.1002/nag.2982","title":"Inference of in situ stress from thermoporoelastic borehole breakouts based on artificial neural network","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Borehole; Breakout; Geology; Drilling; Stress (linguistics); Geotechnical engineering; Finite element method; Seismology; Structural engineering; Engineering","score_opus":0.020104997465837902,"score_gpt":0.3326673796894622,"score_spread":0.3125623822236243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969373786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6202329,0.00020454756,0.37654084,0.0001418141,0.00005393272,0.00005551518,0.00024003368,0.0008010201,0.0017295288],"genre_scores_gemma":[0.9830052,0.000046395933,0.016183907,0.0000146060775,0.000009368899,0.00003609692,0.00014746032,0.000009453408,0.0005474961],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998481,0.00002134878,0.0000143466095,0.000055416782,0.000037875034,0.000022917706],"domain_scores_gemma":[0.9994974,0.00023444826,0.00006662037,0.000026608368,0.00014888502,0.000026004009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035406437,0.0006865423,0.00043692,0.0007104117,0.00022013257,0.0004778716,0.0004967819,0.0006993918,0.0007095433],"category_scores_gemma":[0.0010705058,0.00030270606,0.00044973794,0.00034363678,0.00026091453,0.00044089323,0.0002577205,0.00044552368,0.00011444933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001525752,0.000084299485,0.006884886,0.000043757154,0.000038015747,0.00010547913,0.000037098624,0.94103813,0.009102019,0.00023515303,0.0002450331,0.04203348],"study_design_scores_gemma":[8.7350617e-7,0.0000070841743,0.0007429116,0.000001220077,0.0000017769073,0.0000025497993,0.0000026081436,0.9985436,0.00061148073,0.00007040272,0.000013165829,0.0000023595735],"about_ca_topic_score_codex":0.007952167,"about_ca_topic_score_gemma":0.005316463,"teacher_disagreement_score":0.007952167,"about_ca_system_score_codex":0.00050420716,"about_ca_system_score_gemma":0.0003474195,"threshold_uncertainty_score":0.015811741},"labels":[],"label_agreement":null},{"id":"W2991639677","doi":"10.1002/nag.3015","title":"Thermo‐hydro‐mechanical modeling of unsaturated soils using isogeometric analysis: Model development and application to strain localization simulation","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intertek (Canada)","funders":"National Science Foundation","keywords":"Finite element method; Isogeometric analysis; Discretization; Mechanics; Soil water; Plasticity; Displacement (psychology); Nonlinear system; Geotechnical engineering; Galerkin method; Mathematics; Yield surface; Energy balance; Plane stress; Linear elasticity; Applied mathematics; Materials science; Mathematical analysis; Structural engineering; Constitutive equation; Engineering; Thermodynamics; Geology; Physics; Composite material; Soil science","score_opus":0.039750828978208946,"score_gpt":0.37617472750882586,"score_spread":0.33642389853061694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991639677","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2731029,0.00020036167,0.7159988,0.00013194059,0.000028593946,0.00007500954,0.0001170725,0.00041790507,0.009927385],"genre_scores_gemma":[0.96657383,0.00017517484,0.030349001,0.00001516358,0.000008097229,0.00008199504,0.000054731747,0.000036007885,0.0027060057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990857,0.000024754921,0.000005701858,0.000013394647,0.00003252629,0.0000149648695],"domain_scores_gemma":[0.999889,0.000033804758,0.000019083085,0.000016532793,0.000033310895,0.000008285477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029547248,0.00035660688,0.0004027326,0.00054217695,0.00031336868,0.0005503485,0.00066500483,0.0006314814,0.00092937605],"category_scores_gemma":[0.00035499502,0.00026840222,0.0005366727,0.00044301315,0.0005444278,0.00045925486,0.0004337229,0.00040962486,0.00018814333],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048680827,0.00001037948,0.00035884057,0.0000070275696,0.0000025635165,0.000016678041,0.000013293369,0.99415934,0.0015280474,0.0013715858,0.000020020847,0.0025072931],"study_design_scores_gemma":[7.2854067e-7,0.0000049371342,0.00012520171,0.0000013010377,9.728658e-7,0.00000321033,0.0000045556685,0.99910283,0.00033684648,0.00027622728,0.00014123427,0.0000018559598],"about_ca_topic_score_codex":0.01046016,"about_ca_topic_score_gemma":0.0056545464,"teacher_disagreement_score":0.01046016,"about_ca_system_score_codex":0.00058900635,"about_ca_system_score_gemma":0.0007584387,"threshold_uncertainty_score":0.020798564},"labels":[],"label_agreement":null},{"id":"W2995696553","doi":"10.1002/nag.3007","title":"Modeling cyclic shearing of sands in the semifluidized state","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"FP7 Ideas: European Research Council; Division of Civil, Mechanical and Manufacturing Innovation; Natural Sciences and Engineering Research Council of Canada","keywords":"Liquefaction; Geotechnical engineering; Dilatant; Shearing (physics); Constitutive equation; Pore water pressure; Shear stress; Simple shear; Plasticity; Granular material; Triaxial shear test; Shear (geology); Effective stress; Overburden pressure; Materials science; Compaction; Geology; Structural engineering; Composite material; Engineering; Finite element method","score_opus":0.022126441125190986,"score_gpt":0.3412326892110412,"score_spread":0.31910624808585025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995696553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.967822,0.000081757375,0.027274547,0.00007283714,0.000012744005,0.000030130024,0.00019436392,0.00013603306,0.0043757004],"genre_scores_gemma":[0.9972398,0.000041280717,0.0017999589,0.0000066786806,0.0000018953939,0.000013786293,0.0000546658,0.000009938108,0.0008319644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999355,0.000012292091,0.00000391741,0.000014748103,0.000016378304,0.00001716823],"domain_scores_gemma":[0.9998596,0.00005819144,0.000028868373,0.000016519793,0.000025010957,0.000011879575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014961982,0.0003147571,0.00030526976,0.00033694395,0.0002454886,0.0006446897,0.0006590563,0.0007024616,0.0007705751],"category_scores_gemma":[0.000415355,0.00021857816,0.0003735388,0.00021476076,0.00072171993,0.0003278083,0.0003259808,0.00029415815,0.000064428255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002124445,0.00001796123,0.0010431128,0.00001212049,0.0000061703827,0.000057158246,0.000023850971,0.99340796,0.0032879442,0.001106562,0.000034262765,0.0009816338],"study_design_scores_gemma":[0.0000020664722,0.000011074599,0.0003958311,0.0000014162189,0.000002358802,0.000004634264,0.0000069801804,0.9987675,0.00059903605,0.00014414174,0.000062925355,0.0000020396526],"about_ca_topic_score_codex":0.03352843,"about_ca_topic_score_gemma":0.02072392,"teacher_disagreement_score":0.03352843,"about_ca_system_score_codex":0.0009212761,"about_ca_system_score_gemma":0.0008278902,"threshold_uncertainty_score":0.06666654},"labels":[],"label_agreement":null},{"id":"W3005554609","doi":"10.1002/nag.3055","title":"One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Consolidation (business); Drainage; Pore water pressure; Superposition principle; Geotechnical engineering; Boundary value problem; Soil water; Finite element method; Boundary (topology); Engineering; Geology; Mathematics; Structural engineering; Soil science; Mathematical analysis","score_opus":0.02994961915861812,"score_gpt":0.3240802474523807,"score_spread":0.2941306282937626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005554609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9573781,0.00012087188,0.0391166,0.000033518463,0.0000148615345,0.000022067663,0.000041522897,0.000118916025,0.0031536384],"genre_scores_gemma":[0.99739873,0.000042228567,0.0021026654,0.000003910574,0.0000016244666,0.000006791733,0.000016381671,0.000005073682,0.0004225743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998646,0.000016374099,0.000010156762,0.000025637923,0.000055520533,0.000027758293],"domain_scores_gemma":[0.99986494,0.000031762655,0.00002961,0.000024747018,0.000027405256,0.00002152939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014300179,0.00021390468,0.00028101305,0.0004184491,0.00019766277,0.0004255741,0.00032881022,0.00035022,0.0012848526],"category_scores_gemma":[0.00029291728,0.00015134801,0.00026484393,0.0003459977,0.000666933,0.0005576993,0.00052393,0.00018108162,0.00010947184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028738784,0.00020587491,0.0121530695,0.00020055997,0.00003250581,0.0009440741,0.00030161807,0.5996825,0.34629306,0.007698313,0.00035879586,0.031842295],"study_design_scores_gemma":[0.000026286765,0.00013418164,0.004684496,0.00001268817,0.000010683716,0.000092560476,0.00008207758,0.9585655,0.0349544,0.0009785659,0.00043909677,0.00001944311],"about_ca_topic_score_codex":0.0013394456,"about_ca_topic_score_gemma":0.00113365,"teacher_disagreement_score":0.0013394456,"about_ca_system_score_codex":0.00026712831,"about_ca_system_score_gemma":0.00025622937,"threshold_uncertainty_score":0.0042983294},"labels":[],"label_agreement":null},{"id":"W3021896458","doi":"10.1002/nag.3079","title":"A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Consolidation (business); Geotechnical engineering; Impervious surface; Pore water pressure; Geology; Water pressure; Effective stress; Drainage; Engineering","score_opus":0.020629612456685088,"score_gpt":0.33654395084658156,"score_spread":0.31591433838989647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021896458","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3838653,0.00016017316,0.61266804,0.00011843736,0.000031025706,0.00008407154,0.00017548684,0.0004851224,0.0024122798],"genre_scores_gemma":[0.9401256,0.00010290723,0.058199663,0.000012421157,0.0000073638134,0.000091772315,0.000093760755,0.000021307698,0.0013452132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997669,0.00004056265,0.000022299811,0.000054415443,0.00008908329,0.000026829919],"domain_scores_gemma":[0.99967015,0.00010834955,0.00007561335,0.000025404372,0.000104597195,0.000015776941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039535915,0.0005503849,0.00041231065,0.0005863665,0.00032360645,0.0006116349,0.000569458,0.0008917863,0.0008326866],"category_scores_gemma":[0.00087419525,0.00037939198,0.0005141713,0.00033732,0.0003123852,0.0005634602,0.00039309356,0.0003862241,0.00017620936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012769508,0.000080405815,0.010338322,0.00018484688,0.000030047233,0.0003365307,0.00027291986,0.852104,0.08069622,0.0018661629,0.00031306516,0.05364977],"study_design_scores_gemma":[0.000006500089,0.00006494986,0.001992174,0.000008468607,0.000008476566,0.000033708275,0.00006757699,0.98935354,0.007830819,0.00036912187,0.00025426937,0.000010414995],"about_ca_topic_score_codex":0.0024212892,"about_ca_topic_score_gemma":0.0022256062,"teacher_disagreement_score":0.0024212892,"about_ca_system_score_codex":0.00031065758,"about_ca_system_score_gemma":0.0006799592,"threshold_uncertainty_score":0.0048143268},"labels":[],"label_agreement":null},{"id":"W3047781611","doi":"10.1002/nag.3130","title":"A contact problem for a poroelastic halfspace containing an embedded inextensible membrane","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Poromechanics; Biot number; Laplace transform; Mathematical analysis; Integral equation; Finite element method; Mathematics; Half-space; Boundary value problem; Indentation; Fredholm integral equation; Integral transform; Constitutive equation; Geometry; Mechanics; Materials science; Physics; Porous medium; Structural engineering; Porosity; Composite material; Engineering","score_opus":0.05030773466273973,"score_gpt":0.3831956815691442,"score_spread":0.33288794690640444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3047781611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6190931,0.000455059,0.36531466,0.0006257193,0.00005731859,0.000080537306,0.00019153136,0.00011785262,0.014064252],"genre_scores_gemma":[0.9791647,0.00012824805,0.014446391,0.000045164306,0.000028277334,0.0000515321,0.00010643519,0.000034739947,0.005994467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971336,0.00006574686,0.0000135129085,0.00006576957,0.000099703866,0.00004188766],"domain_scores_gemma":[0.9991906,0.0005796921,0.00006467614,0.000041925286,0.00007926923,0.000043889497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048956723,0.00039728277,0.0005256853,0.00050129584,0.00052782544,0.0010508427,0.000612135,0.0019722371,0.0030881236],"category_scores_gemma":[0.0019058281,0.00028652253,0.00043185212,0.00025151487,0.00114312,0.0012048658,0.001124442,0.0006722897,0.00025028267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032241805,0.00013887038,0.001917864,0.00025201635,0.000053922693,0.0035935265,0.0005133058,0.8744893,0.048238046,0.051693123,0.0008613885,0.017926095],"study_design_scores_gemma":[0.000035524823,0.00006111399,0.00069627736,0.000014481085,0.000008218184,0.00035948242,0.00018363341,0.9842116,0.0043522897,0.009142095,0.0009202412,0.000014909505],"about_ca_topic_score_codex":0.0027358255,"about_ca_topic_score_gemma":0.00100325,"teacher_disagreement_score":0.0030881236,"about_ca_system_score_codex":0.00052669115,"about_ca_system_score_gemma":0.00051919674,"threshold_uncertainty_score":0.010330796},"labels":[],"label_agreement":null},{"id":"W3071559955","doi":"10.1002/nag.3112","title":"Embedded discontinuity approach for coupled hydromechanical analysis of fractured porous media","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Discretization; Discontinuity (linguistics); Consolidation (business); Porous medium; Finite element method; Mechanics; Constitutive equation; Darcy's law; Poromechanics; Mathematics; Mathematical analysis; Geology; Geotechnical engineering; Physics; Engineering; Porosity; Structural engineering","score_opus":0.04005690280607471,"score_gpt":0.366035013763508,"score_spread":0.3259781109574333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3071559955","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031788502,0.00026395172,0.9651138,0.000071364186,0.000027428252,0.00002792983,0.00003218403,0.000066618784,0.0026082597],"genre_scores_gemma":[0.8388808,0.0004135203,0.15456495,0.00008522991,0.000050482027,0.00021032112,0.000072444345,0.0000760577,0.0056462134],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997588,0.00007445165,0.000009892062,0.000034671146,0.00009673704,0.000025398798],"domain_scores_gemma":[0.99972206,0.00013866375,0.000039138697,0.000027478327,0.000050965493,0.000021699678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048092284,0.00035923457,0.00045647754,0.00080607977,0.00025129624,0.00072446285,0.001088792,0.00075567234,0.0010615704],"category_scores_gemma":[0.00084913074,0.0002646854,0.0007101639,0.00027754868,0.00093737536,0.0007911579,0.001501486,0.0008061531,0.00011901768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004582466,0.00007460626,0.00094495306,0.00010797329,0.00007958384,0.00036581865,0.00013185911,0.7845201,0.024428334,0.17351829,0.0002494191,0.015533266],"study_design_scores_gemma":[0.0000020385244,0.000008481524,0.00007960724,0.000002713561,0.0000025247666,0.000010642152,0.0000061797036,0.9923321,0.00036503954,0.006878935,0.00030893146,0.0000028536274],"about_ca_topic_score_codex":0.0012041362,"about_ca_topic_score_gemma":0.0007650032,"teacher_disagreement_score":0.0012041362,"about_ca_system_score_codex":0.00053173694,"about_ca_system_score_gemma":0.0004106759,"threshold_uncertainty_score":0.0038580298},"labels":[],"label_agreement":null},{"id":"W3091723839","doi":"10.1002/nag.3148","title":"Hydromechanical couplings of reinforced tensioned members of steel fiber reinforced concrete by dual lattice model","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Materials science; Fiber-reinforced concrete; Structural engineering; Service life; Ultimate tensile strength; Durability; Composite material; Reinforced concrete; Engineering","score_opus":0.038137172524765256,"score_gpt":0.33807913323087546,"score_spread":0.29994196070611023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091723839","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57182366,0.00031225942,0.40695918,0.00019570543,0.000064089705,0.000081905724,0.00020424163,0.0002485465,0.020110426],"genre_scores_gemma":[0.98465794,0.00011070013,0.0084772175,0.000021510707,0.000012112311,0.00006002228,0.000055581033,0.000038150298,0.006566749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977154,0.00006859032,0.000008658899,0.000048916692,0.00006562917,0.000036591624],"domain_scores_gemma":[0.99965596,0.00009423715,0.00009709012,0.000028285083,0.00006873023,0.000055583532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029734094,0.0006381256,0.0005598144,0.0006668135,0.00037639542,0.00070770946,0.0014643345,0.0014049942,0.0021845677],"category_scores_gemma":[0.000652795,0.000561074,0.000737313,0.00035314963,0.0008477059,0.0010289189,0.0006655675,0.00070945674,0.0003796279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017942923,0.00003237976,0.00068397075,0.000013290274,0.000010566556,0.000095402494,0.000024414852,0.99300694,0.002472044,0.0025345555,0.000050305043,0.0010581643],"study_design_scores_gemma":[0.0000017829316,0.000007873193,0.00007630404,0.0000013576484,0.0000017585654,0.000005918298,0.000004658435,0.99950397,0.00013767078,0.00019761264,0.000059186852,0.0000019326444],"about_ca_topic_score_codex":0.011318838,"about_ca_topic_score_gemma":0.0064814524,"teacher_disagreement_score":0.011318838,"about_ca_system_score_codex":0.00072759436,"about_ca_system_score_gemma":0.0007616683,"threshold_uncertainty_score":0.02250588},"labels":[],"label_agreement":null},{"id":"W3111371879","doi":"10.1002/nag.3170","title":"A three‐dimensional multiscale damage‐poroelasticity model for fractured porous media","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Poromechanics; Porous medium; Geotechnical engineering; Porosity; Geology; Materials science; Mechanics; Physics","score_opus":0.0561119161766729,"score_gpt":0.35367778682864576,"score_spread":0.2975658706519729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3111371879","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3930967,0.0005398296,0.58940405,0.0007747439,0.000063025254,0.00009721698,0.0004984425,0.0003707457,0.015155226],"genre_scores_gemma":[0.9800356,0.00016522878,0.01620247,0.000039123373,0.000015682255,0.000071018076,0.00007174285,0.00002752311,0.00337162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998903,0.000022421265,0.000005483553,0.000025562582,0.000037389327,0.00001878761],"domain_scores_gemma":[0.9998078,0.00007937132,0.000035858935,0.000020941223,0.000033382792,0.000022684357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022985031,0.00032810253,0.00046605105,0.0004765,0.00037499756,0.00080156553,0.0010453047,0.0011586165,0.00089598395],"category_scores_gemma":[0.00053321844,0.00028254246,0.0005535387,0.00033851102,0.0009843872,0.00041790315,0.000636718,0.00051120913,0.00010958589],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008203406,0.000017683415,0.00039374828,0.000011905008,0.0000070477554,0.000067057736,0.000017683635,0.9884376,0.0028741998,0.0071603567,0.0000761215,0.00092841644],"study_design_scores_gemma":[0.0000012870369,0.000003113366,0.0001197522,0.0000010408985,0.0000010555834,0.000006375479,0.0000023003572,0.9991684,0.00012448317,0.0004932903,0.00007720715,0.0000017108275],"about_ca_topic_score_codex":0.0137610175,"about_ca_topic_score_gemma":0.0063532405,"teacher_disagreement_score":0.0137610175,"about_ca_system_score_codex":0.0010066034,"about_ca_system_score_gemma":0.000785481,"threshold_uncertainty_score":0.02736181},"labels":[],"label_agreement":null},{"id":"W3114076995","doi":"10.1002/nag.3176","title":"One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Scholarship Council; National Natural Science Foundation of China","keywords":"Consolidation (business); Drainage; Pore water pressure; Impervious surface; Soil water; Geotechnical engineering; Boundary value problem; Geology; Stratification (seeds); Soil science; Mathematics; Mathematical analysis","score_opus":0.03358801305691948,"score_gpt":0.3267696017582359,"score_spread":0.2931815887013164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3114076995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.953216,0.00016470924,0.043125216,0.00004764986,0.000015341006,0.000023153736,0.00004246514,0.00007379338,0.0032917354],"genre_scores_gemma":[0.9982169,0.000050246555,0.0013662169,0.000004263408,0.0000017641588,0.000005703275,0.000011503432,0.0000039424854,0.00033938704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986684,0.000022824346,0.000009606013,0.000021855501,0.000039021288,0.000039808147],"domain_scores_gemma":[0.9998227,0.00005198738,0.00004451328,0.000018879357,0.000029928526,0.000032104028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023182783,0.00028678763,0.00043187928,0.00039564248,0.00022773998,0.0007918699,0.00030843832,0.00047482716,0.0012552101],"category_scores_gemma":[0.00046177686,0.00015452006,0.0002975352,0.00032605507,0.0007467812,0.0006436727,0.0007744366,0.0002605573,0.00010479091],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029132058,0.00020451527,0.010308094,0.00019737941,0.000037336253,0.0014540951,0.00021851451,0.82570845,0.13058074,0.008583417,0.00031307386,0.022103151],"study_design_scores_gemma":[0.00002497993,0.00012686048,0.0025250562,0.000017888533,0.000016132008,0.000110063906,0.00014680778,0.98020864,0.014941464,0.001606076,0.00025777463,0.000018362623],"about_ca_topic_score_codex":0.0012549052,"about_ca_topic_score_gemma":0.0010020904,"teacher_disagreement_score":0.0012552101,"about_ca_system_score_codex":0.0002336929,"about_ca_system_score_gemma":0.00038408587,"threshold_uncertainty_score":0.0041990876},"labels":[],"label_agreement":null},{"id":"W3133311172","doi":"10.1002/nag.3197","title":"A fast contact detection method for ellipsoidal particles","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ellipsoid; Ellipse; Algorithm; Minification; Point (geometry); Convergence (economics); Mathematics; Transformation (genetics); Constraint (computer-aided design); Mathematical optimization; Newton's method; Computer science; Geometry; Nonlinear system; Physics","score_opus":0.025445342687388798,"score_gpt":0.3641192102481795,"score_spread":0.3386738675607907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133311172","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0053348816,0.00006651224,0.9938227,0.000024894445,0.000019277595,0.000027472617,0.0000082055585,0.00027775057,0.0004183353],"genre_scores_gemma":[0.19733058,0.00008367414,0.8003241,0.0000495785,0.000023673192,0.0000945676,0.00006023179,0.000116995776,0.0019166337],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918777,0.0001251776,0.000035791516,0.00013809832,0.0004583267,0.000054842727],"domain_scores_gemma":[0.99846375,0.0007368323,0.00017273042,0.00014922989,0.00039853886,0.00007895484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007933178,0.0006133412,0.0010484249,0.0014133676,0.0006251786,0.00087323744,0.0014027181,0.0013717873,0.002103281],"category_scores_gemma":[0.003160177,0.00051239243,0.0005247014,0.00076189765,0.0007512559,0.0012259925,0.0018252939,0.00084515364,0.00076623255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035351387,0.00012561788,0.0015545808,0.0002574259,0.000072448805,0.00046492476,0.00042558968,0.33507243,0.084145024,0.03482428,0.0030611176,0.53964305],"study_design_scores_gemma":[0.00001044475,0.000019248027,0.00012114117,0.0000050994945,0.0000027738404,0.00006189334,0.0000119970955,0.99173635,0.0053136917,0.0016595843,0.001047602,0.000010100997],"about_ca_topic_score_codex":0.0017914855,"about_ca_topic_score_gemma":0.0011421051,"teacher_disagreement_score":0.002103281,"about_ca_system_score_codex":0.0005691083,"about_ca_system_score_gemma":0.00083185744,"threshold_uncertainty_score":0.0070361495},"labels":[],"label_agreement":null},{"id":"W3133352548","doi":"10.1002/nag.3195","title":"Experimental, analytical, and finite element assessment of the shear strength of concrete‐rock interfaces at different scales","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Cohesion (chemistry); Geotechnical engineering; Surface finish; Shear (geology); Direct shear test; Finite element method; Geology; Shear strength (soil); Shearing (physics); Materials science; Nonlinear system; Mechanics; Structural engineering; Composite material; Engineering; Soil water; Physics","score_opus":0.037072465901358306,"score_gpt":0.37956383915626385,"score_spread":0.34249137325490553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133352548","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99034005,0.00005693854,0.008658426,0.000005914929,0.000004111881,0.000020279595,0.00014117538,0.000027661774,0.000745551],"genre_scores_gemma":[0.9969965,0.000027988945,0.002722784,0.000002023398,0.0000010517252,0.000012374489,0.00005293896,0.0000031439913,0.00018114287],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956435,0.00006031015,0.000031435975,0.0000703873,0.00023315397,0.000040243554],"domain_scores_gemma":[0.9993118,0.00023702107,0.00012501527,0.00011042715,0.0001724768,0.000043245047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010353803,0.0003605756,0.00018090954,0.0007266049,0.0002854847,0.00017840802,0.00031273178,0.00037912137,0.0012755005],"category_scores_gemma":[0.00091393635,0.0002070803,0.00020919861,0.00043117238,0.0007421064,0.00022129714,0.0003200904,0.00025628094,0.00021173248],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019556291,0.00018257523,0.010321947,0.000070173606,0.000014194551,0.000056983798,0.00018273217,0.0067708087,0.97669876,0.00021309145,0.000032775388,0.0052603157],"study_design_scores_gemma":[0.0000190187,0.0009615735,0.08693947,0.000016503971,0.000029441408,0.00014104179,0.0002656665,0.025779033,0.88512915,0.00017067036,0.0005217649,0.000026640211],"about_ca_topic_score_codex":0.00081071135,"about_ca_topic_score_gemma":0.0029642307,"teacher_disagreement_score":0.0012755005,"about_ca_system_score_codex":0.00019240685,"about_ca_system_score_gemma":0.00017332785,"threshold_uncertainty_score":0.0054756403},"labels":[],"label_agreement":null},{"id":"W3175817703","doi":"10.1002/nag.3250","title":"Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Consolidation (business); Nonlinear system; Compressibility; Parametric statistics; Geotechnical engineering; Pore water pressure; Dissipation; Structural engineering; Mechanics; Engineering; Mathematics; Physics; Thermodynamics","score_opus":0.027068634282639344,"score_gpt":0.34026694721693546,"score_spread":0.3131983129342961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175817703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7066074,0.00035500946,0.2766696,0.00013317558,0.00004662885,0.00004505691,0.00017292434,0.00020329872,0.01576687],"genre_scores_gemma":[0.99538165,0.00008415962,0.002536079,0.0000068534687,0.0000029960352,0.000010382831,0.000025218647,0.00000669331,0.0019460281],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998989,0.000017537683,0.0000053268736,0.000017528188,0.00004030224,0.000020350279],"domain_scores_gemma":[0.9999174,0.000019224828,0.000020145295,0.000012931543,0.000021361788,0.000008939472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013269871,0.00030271788,0.00036081372,0.00029114736,0.0001364401,0.0004604641,0.00051285495,0.00044977997,0.0008691939],"category_scores_gemma":[0.00026667205,0.00014604766,0.00039779893,0.0002131713,0.0004679044,0.0004339282,0.0003665239,0.00021054473,0.00012720146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000696834,0.00004996327,0.0020056278,0.000057696892,0.000015304287,0.00032196153,0.00006408171,0.94649404,0.031611394,0.0075728614,0.00023034144,0.011507098],"study_design_scores_gemma":[0.000006826474,0.000028333778,0.0005297181,0.000004057216,0.0000043070872,0.000035500918,0.000014974545,0.9969669,0.0016220168,0.00042859523,0.00035429926,0.000004553596],"about_ca_topic_score_codex":0.0040840395,"about_ca_topic_score_gemma":0.0037975425,"teacher_disagreement_score":0.0040840395,"about_ca_system_score_codex":0.00035668115,"about_ca_system_score_gemma":0.00035478084,"threshold_uncertainty_score":0.008120537},"labels":[],"label_agreement":null},{"id":"W3200847465","doi":"10.1002/nag.3262","title":"Methodology for the nonlinear coupled multi‐physics simulation of mineral dissolution","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Advanced Mathematical Modeling in Engineering","field":"Computer Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Dissolution; Nonlinear system; Mechanics; Brine; Vortex; Flow (mathematics); Geology; Mineralogy; Materials science; Physics; Chemistry; Thermodynamics","score_opus":0.12725290972599912,"score_gpt":0.45169169438419515,"score_spread":0.32443878465819603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200847465","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011916605,0.000079332276,0.9847364,0.00008948877,0.00003997101,0.0001362975,0.00007175595,0.00016589547,0.0027643538],"genre_scores_gemma":[0.32627925,0.00026242563,0.6665413,0.00011647755,0.00004762555,0.0013046688,0.00019759701,0.00021217046,0.005038543],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997855,0.000057456873,0.000013586896,0.000022302396,0.00009766122,0.000023600187],"domain_scores_gemma":[0.9996855,0.00013382027,0.000041929332,0.000039161085,0.000076219345,0.000023350769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006741269,0.00046193376,0.0005315401,0.00051975105,0.000523366,0.00057605776,0.0015455231,0.001249951,0.0024186636],"category_scores_gemma":[0.0010308665,0.00039201695,0.00092439126,0.00034334205,0.0006090094,0.0004550879,0.0013952778,0.0010876444,0.00049078837],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021993936,0.000076295626,0.0007428084,0.00008513316,0.00003084192,0.0001360228,0.00006537284,0.9530236,0.010742449,0.026086956,0.00025356823,0.008734912],"study_design_scores_gemma":[0.0000042352635,0.00000782963,0.000036168432,0.000002310169,0.0000012129791,0.000009981916,0.0000034563063,0.9982389,0.000317017,0.0009301019,0.00044598253,0.0000026375565],"about_ca_topic_score_codex":0.0041582473,"about_ca_topic_score_gemma":0.0030948147,"teacher_disagreement_score":0.0041582473,"about_ca_system_score_codex":0.00067497196,"about_ca_system_score_gemma":0.0014136632,"threshold_uncertainty_score":0.008268118},"labels":[],"label_agreement":null},{"id":"W3210535235","doi":"10.1002/nag.3290","title":"Analytical solution for distributed torsional low strain integrity test for pipe pile","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Pile; Structural engineering; Necking; Finite element method; Engineering; Dynamic load testing; Geotechnical engineering; Materials science; Composite material","score_opus":0.027317420380755977,"score_gpt":0.349360897746876,"score_spread":0.32204347736612005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210535235","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016117094,0.00015287966,0.9753332,0.00014486273,0.000043054213,0.00005343446,0.000043808148,0.00025726345,0.00785432],"genre_scores_gemma":[0.82016885,0.0004806531,0.15788743,0.00012680823,0.00006483949,0.00019554302,0.00013160655,0.00011561755,0.020828683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998178,0.00003770903,0.000007141092,0.000027751224,0.00009136511,0.000018189738],"domain_scores_gemma":[0.99971837,0.000105018546,0.00003655612,0.000016039192,0.0001108205,0.000013158987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030998688,0.0005596533,0.00032069246,0.0005858729,0.00024142055,0.0005100714,0.00065302936,0.0010710587,0.0042576143],"category_scores_gemma":[0.0012076665,0.00024721966,0.00042693657,0.000247451,0.0004702023,0.0004918163,0.0004955858,0.0005623756,0.00072243804],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073861855,0.00009389662,0.0017505322,0.00043170864,0.000028735665,0.00076390797,0.00033774442,0.7858612,0.0873236,0.04440757,0.0031460864,0.075781174],"study_design_scores_gemma":[0.000004117874,0.000028184773,0.00016639796,0.000015696318,0.0000037968066,0.00008348779,0.00005321727,0.9938164,0.0027469785,0.002182958,0.0008919877,0.0000067882825],"about_ca_topic_score_codex":0.0015041428,"about_ca_topic_score_gemma":0.0018526828,"teacher_disagreement_score":0.0042576143,"about_ca_system_score_codex":0.0004173291,"about_ca_system_score_gemma":0.00058668485,"threshold_uncertainty_score":0.0142431855},"labels":[],"label_agreement":null},{"id":"W4200311756","doi":"10.1002/nag.3306","title":"A framework for constructing elasto‐plastic constitutive models for frozen and unfrozen soils","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Youth Innovation Promotion Association of the Chinese Academy of Sciences; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Consolidation (business); Constitutive equation; Soil water; Critical state soil mechanics; Pore water pressure; Frost heaving; Overburden pressure; Plasticity; Effective stress; Residual; Stress (linguistics); Geology; Materials science; Finite element method; Engineering; Soil science; Mathematics; Structural engineering; Composite material","score_opus":0.09554414780719886,"score_gpt":0.39806116856365054,"score_spread":0.3025170207564517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200311756","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006568598,0.00023558906,0.9904394,0.000074047945,0.000023370163,0.000042375086,0.00010959576,0.00018319055,0.0023238629],"genre_scores_gemma":[0.37213466,0.001265155,0.6181568,0.000087598426,0.00006411906,0.00067838066,0.00051372964,0.00021997682,0.0068795816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99965966,0.000088799185,0.000028459712,0.000056903176,0.00012680495,0.000039356328],"domain_scores_gemma":[0.99972945,0.000076022174,0.00004334076,0.000030022296,0.00009708995,0.000023988101],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080537575,0.000970546,0.000758253,0.0013280927,0.00048887613,0.0013063829,0.002153287,0.0011556471,0.0009858006],"category_scores_gemma":[0.0008445269,0.00076512387,0.001325415,0.00077794923,0.0009267088,0.0012190685,0.0010155342,0.001139705,0.00042640496],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075385237,0.00004400905,0.00032590594,0.00005459675,0.000020255664,0.00011294599,0.00008130495,0.8996773,0.005134134,0.08258768,0.0004036746,0.011550558],"study_design_scores_gemma":[0.0000031557981,0.000007717926,0.00006153887,0.000010292428,0.0000040226773,0.000012420082,0.0000123414,0.9885083,0.00041108826,0.009072323,0.0018902478,0.000006588963],"about_ca_topic_score_codex":0.009055294,"about_ca_topic_score_gemma":0.008347817,"teacher_disagreement_score":0.009055294,"about_ca_system_score_codex":0.0010057243,"about_ca_system_score_gemma":0.001492585,"threshold_uncertainty_score":0.018005133},"labels":[],"label_agreement":null},{"id":"W4205929173","doi":"10.1002/nag.3329","title":"Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Compute Canada","keywords":"Granular material; Elongation; Materials science; Particle (ecology); Particle size; Shear (geology); Mechanics; Composite material; Shear modulus; Geotechnical engineering; Ultimate tensile strength; Physics; Geology","score_opus":0.017418963035790748,"score_gpt":0.3186227843614191,"score_spread":0.30120382132562834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205929173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99786407,0.00011796154,0.0014865159,0.000021636619,0.0000058345463,0.0000037281277,0.000048505273,0.000027982807,0.00042380267],"genre_scores_gemma":[0.9998024,0.00001741905,0.00013546545,0.0000018491191,0.0000012932887,0.000001248995,0.000014828766,0.0000031738546,0.00002232363],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966323,0.00006368088,0.00002931063,0.00007877741,0.000086944296,0.000078026875],"domain_scores_gemma":[0.99614525,0.0023822885,0.00065190345,0.00035525608,0.00029942876,0.00016582488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007680158,0.0003013116,0.00029449686,0.0006869655,0.00029544206,0.00061335583,0.00025143934,0.0002971222,0.00056866993],"category_scores_gemma":[0.0038682811,0.00018036459,0.0002521711,0.00041146786,0.00081518735,0.00044110007,0.00036749264,0.00030009146,0.000064734275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021146913,0.00035908338,0.11093416,0.00029790276,0.0002155007,0.002669875,0.0005400143,0.42306846,0.42795458,0.0051715085,0.000644012,0.026030365],"study_design_scores_gemma":[0.000026427246,0.00065851165,0.13481358,0.000055699726,0.00009115023,0.0004111259,0.00028934982,0.63773704,0.22407354,0.0012655637,0.0004922321,0.000085754706],"about_ca_topic_score_codex":0.0012081946,"about_ca_topic_score_gemma":0.0007244449,"teacher_disagreement_score":0.0012081946,"about_ca_system_score_codex":0.00029392858,"about_ca_system_score_gemma":0.00019107989,"threshold_uncertainty_score":0.0040617585},"labels":[],"label_agreement":null},{"id":"W4206692839","doi":"10.1002/nag.3333","title":"Shear strain dependent amplification function of earth dam‐flexible canyon system by the hybrid FEM‐SBFEM technique","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Canyon; Nonlinear system; Structural engineering; Crest; Boundary value problem; Engineering; Geology; Mathematics; Mathematical analysis; Physics","score_opus":0.021602578459622577,"score_gpt":0.3142284762176141,"score_spread":0.2926258977579915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206692839","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2303303,0.00021006071,0.7578922,0.00011498297,0.00002945469,0.000035944893,0.00008217917,0.0003997768,0.010905047],"genre_scores_gemma":[0.9418256,0.00014698252,0.054766502,0.000018371406,0.000009126705,0.000035797468,0.000044347536,0.000029593208,0.0031236706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993277,0.000018497967,0.000002373016,0.00000882129,0.00002912571,0.000008439969],"domain_scores_gemma":[0.9999007,0.00004164121,0.000015191036,0.000011079712,0.00002600344,0.0000054820316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020014835,0.00031862714,0.0001728446,0.0003427137,0.00015788349,0.00023364923,0.00031130837,0.00036196652,0.0023849574],"category_scores_gemma":[0.00027923277,0.000126709,0.0003164909,0.00018195374,0.00027056327,0.00026192673,0.0002720039,0.0002127382,0.00024226955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008096642,0.00006309714,0.004347591,0.00016222351,0.000039798626,0.0003789222,0.00029697502,0.8233047,0.09936676,0.012347461,0.00084005104,0.05877143],"study_design_scores_gemma":[0.000001715959,0.000012475803,0.0003966775,0.0000054419183,0.0000021524545,0.000028982171,0.000013873728,0.9968664,0.002060515,0.00025398738,0.00035443623,0.0000033721456],"about_ca_topic_score_codex":0.0016515291,"about_ca_topic_score_gemma":0.002104221,"teacher_disagreement_score":0.0023849574,"about_ca_system_score_codex":0.00014297056,"about_ca_system_score_gemma":0.00023065445,"threshold_uncertainty_score":0.007978499},"labels":[],"label_agreement":null},{"id":"W4210901775","doi":"10.1002/nag.3341","title":"Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; Natural Science Foundation of Hubei Province; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Settlement (finance); Nonlinear system; Parametric statistics; Softening; Structural engineering; Stress (linguistics); Displacement (psychology); Engineering; Mathematics; Computer science; Physics","score_opus":0.02505568667621921,"score_gpt":0.32454367351317176,"score_spread":0.29948798683695255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210901775","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38056144,0.00027425142,0.59960675,0.00017835444,0.00005484958,0.00006191325,0.00015269553,0.00037292857,0.018736789],"genre_scores_gemma":[0.9904981,0.00010418005,0.0056473375,0.000012327868,0.000006576876,0.000022301501,0.00003672536,0.000018518327,0.0036538516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999145,0.000014044677,0.0000030485094,0.000013154428,0.000038754453,0.000016437563],"domain_scores_gemma":[0.99985635,0.000043534343,0.000028952787,0.0000146952025,0.000042197225,0.000014290072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011196728,0.00041190954,0.00029117567,0.0003640774,0.00022900442,0.00035120032,0.00059684395,0.0005394663,0.001505254],"category_scores_gemma":[0.0003641774,0.00019051356,0.00037845728,0.00024798905,0.00042748696,0.0005361499,0.00034147553,0.0003088217,0.00021174157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044788205,0.000029449786,0.0014632314,0.00008252972,0.000015503798,0.00039039398,0.00009217943,0.95767397,0.020442069,0.010324739,0.00045346955,0.008987637],"study_design_scores_gemma":[0.0000013011584,0.0000052018895,0.00021042525,0.000001363813,0.0000011893028,0.000019167193,0.0000064834207,0.9989421,0.00046346098,0.00025170486,0.0000947433,0.0000028931815],"about_ca_topic_score_codex":0.0073767113,"about_ca_topic_score_gemma":0.004878387,"teacher_disagreement_score":0.0073767113,"about_ca_system_score_codex":0.0004611724,"about_ca_system_score_gemma":0.0004345762,"threshold_uncertainty_score":0.014667511},"labels":[],"label_agreement":null},{"id":"W4220945218","doi":"10.1002/nag.3356","title":"An algorithmic framework for computational estimation of soil freezing characteristic curves","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"McMaster University","keywords":"Geotechnical engineering; Soil water; Smoothing; Compaction; Water content; Materials science; Soil science; Environmental science; Geology; Computer science","score_opus":0.060337762214399106,"score_gpt":0.4032797808444217,"score_spread":0.34294201863002255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220945218","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0026175396,0.000032088217,0.9968555,0.00002689753,0.000005837895,0.000019979112,0.000015119403,0.00008100883,0.00034609353],"genre_scores_gemma":[0.24920891,0.00014267753,0.74841547,0.000059007238,0.00004896708,0.0004206395,0.00018698904,0.00017837039,0.0013389075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999476,0.00016890695,0.00003131684,0.000099041245,0.00016444706,0.000060352348],"domain_scores_gemma":[0.99801034,0.0011396584,0.00019054125,0.00014629884,0.00042573825,0.00008741136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017837249,0.0007744639,0.0008012169,0.0013347276,0.0006459727,0.0010592362,0.0019282637,0.0012997363,0.0022865878],"category_scores_gemma":[0.0054896055,0.0005791719,0.0008613105,0.0008049522,0.00091890816,0.0010001842,0.0017658677,0.0015165558,0.00041094155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016656575,0.000018129613,0.0005059927,0.00003191994,0.000011076799,0.000033333028,0.00003083748,0.95427775,0.0011085941,0.021658199,0.00027731745,0.022030191],"study_design_scores_gemma":[0.0000011462125,0.000002463884,0.00001750938,0.0000017397864,5.795504e-7,0.0000021467479,0.0000013456572,0.99812037,0.000079449754,0.0016551876,0.000116823794,0.0000011481972],"about_ca_topic_score_codex":0.0105404835,"about_ca_topic_score_gemma":0.007487484,"teacher_disagreement_score":0.0105404835,"about_ca_system_score_codex":0.001231095,"about_ca_system_score_gemma":0.001599411,"threshold_uncertainty_score":0.020958245},"labels":[],"label_agreement":null},{"id":"W4229028888","doi":"10.1002/nag.3372","title":"Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Acoustic emission; Hyperparameter; Residual; Brittleness; Cohesion (chemistry); Computer science; Range (aeronautics); Discrete element method; Structural engineering; Geotechnical engineering; Artificial intelligence; Geology; Materials science; Algorithm; Engineering; Physics; Mechanics; Composite material","score_opus":0.0482793381519558,"score_gpt":0.33730915984847176,"score_spread":0.289029821696516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229028888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90958136,0.0003621435,0.087602325,0.00027422505,0.000039708095,0.000020499592,0.00022064755,0.0005388697,0.0013601172],"genre_scores_gemma":[0.9938752,0.000043376887,0.0057597924,0.000012148276,0.000006533758,0.000006496578,0.000103804974,0.000005411332,0.00018724227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999193,0.00001776384,0.000004730033,0.000025466647,0.00001883426,0.000013918686],"domain_scores_gemma":[0.9996327,0.000212351,0.00004875524,0.000025644056,0.000054165903,0.000026330817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044345658,0.00055973174,0.00038871163,0.0005424664,0.00009481683,0.00042703285,0.00048240027,0.0005959081,0.00048613627],"category_scores_gemma":[0.0011247627,0.00020933908,0.00037338768,0.00035274465,0.0002579228,0.0004909844,0.00034635945,0.0004502355,0.00012854958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006711052,0.0000748039,0.005632017,0.00002356383,0.000027397416,0.000043436925,0.0000131583565,0.9700085,0.003639261,0.00019959084,0.00016010297,0.020111086],"study_design_scores_gemma":[0.0000010451852,0.000009920585,0.0007006264,0.0000010629088,0.0000016482466,0.0000022712115,0.0000021640308,0.9986927,0.00046744675,0.000099998666,0.00001960376,0.0000015462874],"about_ca_topic_score_codex":0.0040512853,"about_ca_topic_score_gemma":0.0031708241,"teacher_disagreement_score":0.0040512853,"about_ca_system_score_codex":0.00029279134,"about_ca_system_score_gemma":0.00027054,"threshold_uncertainty_score":0.0080554485},"labels":[],"label_agreement":null},{"id":"W4282040621","doi":"10.1002/nag.3389","title":"Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Transverse plane; Structural engineering; Enhanced Data Rates for GSM Evolution; Transverse wave; Interference (communication); Engineering; Geotechnical engineering; Wave propagation; Mechanics; Acoustics; Physics; Optics; Electrical engineering; Telecommunications","score_opus":0.02514272607654517,"score_gpt":0.3226338011068051,"score_spread":0.29749107503025995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4282040621","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.981184,0.000013989837,0.016902532,0.00003145895,0.0000076020237,0.000016265496,0.00006620415,0.00014166866,0.0016362135],"genre_scores_gemma":[0.9987888,0.000007915937,0.0008120198,0.0000034658635,7.2594e-7,0.0000036658655,0.000021275457,0.000004449039,0.00035761204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998939,0.000016284162,0.0000035042026,0.00001318777,0.000047607842,0.000025562356],"domain_scores_gemma":[0.99977285,0.00008949528,0.000040771,0.00002680683,0.000039955736,0.000030167133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015539359,0.00025935797,0.00023207375,0.0003184422,0.00035826344,0.00040815538,0.00028425737,0.00043198038,0.0012537761],"category_scores_gemma":[0.00044073752,0.00018722957,0.00021549856,0.00021095847,0.0005442374,0.00035073224,0.00030269567,0.000336436,0.00016020541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001437444,0.00036493465,0.026924143,0.00014726445,0.00005496189,0.0037584626,0.0012102933,0.5773927,0.35172048,0.0025058594,0.0008513204,0.03363213],"study_design_scores_gemma":[0.000019610876,0.0002930212,0.01495986,0.000011158935,0.000017055943,0.0002224138,0.00029625,0.95028883,0.033218753,0.0003581314,0.0002779698,0.000036987254],"about_ca_topic_score_codex":0.0033166728,"about_ca_topic_score_gemma":0.0029242435,"teacher_disagreement_score":0.0033166728,"about_ca_system_score_codex":0.00024699845,"about_ca_system_score_gemma":0.00032703136,"threshold_uncertainty_score":0.0065947175},"labels":[],"label_agreement":null},{"id":"W4285593515","doi":"10.1002/nag.3416","title":"A robust finite element‐finite volume strategy for viscosity‐dominated hydraulic fracture propagation using an asymptotic tip enrichment","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discretization; Finite volume method; Finite element method; Mechanics; Fracture (geology); Fluid dynamics; Mathematics; Physics; Mathematical analysis; Geology; Engineering; Geotechnical engineering; Structural engineering","score_opus":0.045236842269506944,"score_gpt":0.3469337458035681,"score_spread":0.3016969035340612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285593515","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01859331,0.000032875836,0.97951937,0.000066367524,0.000015005004,0.00003809015,0.000010640537,0.00012974441,0.0015946589],"genre_scores_gemma":[0.6227253,0.0000720174,0.37256542,0.000109904366,0.00002336311,0.00025277474,0.0000652644,0.00010775293,0.004078263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998173,0.000053081352,0.000009599164,0.000025923626,0.000069979105,0.000024116785],"domain_scores_gemma":[0.99955684,0.00021099637,0.000055170654,0.00003438494,0.00010527983,0.000037294893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007162218,0.00058417587,0.0007261598,0.00058538426,0.00039247258,0.00046786136,0.0011097033,0.0008288378,0.0016238133],"category_scores_gemma":[0.0013237221,0.00032255828,0.0005919501,0.00021403769,0.00085500896,0.00042725904,0.0013708666,0.00075774954,0.00027034228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003883159,0.000050922823,0.00030866129,0.000038907358,0.000013929773,0.000074747695,0.000065952656,0.95224154,0.0116185825,0.01673673,0.00026386324,0.0185474],"study_design_scores_gemma":[0.0000019856068,0.000010407707,0.000011175981,0.0000018020355,0.0000010011079,0.0000038594253,0.000002057575,0.99881375,0.00046671758,0.00056320836,0.00012247726,0.0000015790622],"about_ca_topic_score_codex":0.0033275224,"about_ca_topic_score_gemma":0.0023672015,"teacher_disagreement_score":0.0033275224,"about_ca_system_score_codex":0.00068639807,"about_ca_system_score_gemma":0.0008769584,"threshold_uncertainty_score":0.0066162944},"labels":[],"label_agreement":null},{"id":"W4297236584","doi":"10.1002/nag.3443","title":"Elliptical cylindrical equivalent model for consolidation of unsaturated soil improved by PVD","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Scholarship Council; National Natural Science Foundation of China","keywords":"Consolidation (business); Pore water pressure; Dissipation; Geotechnical engineering; Materials science; Parametric statistics; Mechanics; Composite material; Geology; Thermodynamics; Mathematics; Physics","score_opus":0.032871437049243384,"score_gpt":0.3487648439073472,"score_spread":0.3158934068581038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297236584","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27314994,0.00058972184,0.7031252,0.00022602522,0.00009016542,0.000058977443,0.00022223555,0.00027544663,0.022262309],"genre_scores_gemma":[0.9889755,0.00018141947,0.006242606,0.000025151341,0.000009633659,0.000034655033,0.000049359598,0.00001518701,0.004466472],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998518,0.000032871765,0.0000073989095,0.000030410229,0.00004893257,0.000028538167],"domain_scores_gemma":[0.99988866,0.00002498396,0.000025623433,0.000014095033,0.000036061163,0.000010475248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001850877,0.00041941734,0.0004733994,0.00036922828,0.00018326468,0.0005496382,0.0007265948,0.0007691958,0.0015225607],"category_scores_gemma":[0.00041004017,0.0001989142,0.00048379952,0.00027001023,0.00056402787,0.0005687139,0.00047593281,0.00034328346,0.00019867234],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005049873,0.0000336717,0.0009610033,0.000045350167,0.000011854104,0.0002161036,0.00005720619,0.95599014,0.02018842,0.0145029975,0.00029526453,0.0076474603],"study_design_scores_gemma":[0.0000054732973,0.000015217602,0.00020385096,0.0000036110414,0.000003424504,0.0000255118,0.000011281175,0.9978993,0.0007321137,0.0006502089,0.0004461187,0.0000038669214],"about_ca_topic_score_codex":0.0036217386,"about_ca_topic_score_gemma":0.0026098297,"teacher_disagreement_score":0.0036217386,"about_ca_system_score_codex":0.00048806015,"about_ca_system_score_gemma":0.00040613656,"threshold_uncertainty_score":0.007201314},"labels":[],"label_agreement":null},{"id":"W4298140458","doi":"10.1002/nag.3449","title":"Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Consolidation (business); Pile; Geotechnical engineering; Drainage; Pore water pressure; Foundation (evidence); Bearing capacity; Engineering; Geology; Geography","score_opus":0.02237720802627169,"score_gpt":0.3318635057457912,"score_spread":0.3094862977195195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298140458","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09019376,0.0011090663,0.8877902,0.0003532592,0.000108760294,0.00015369552,0.00019587125,0.00031569914,0.019779675],"genre_scores_gemma":[0.9282573,0.0011827091,0.05509882,0.0000882142,0.000052393287,0.00019691049,0.00012841297,0.00006592914,0.014929439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982625,0.00003523772,0.000008672729,0.000032042357,0.00006533823,0.00003242875],"domain_scores_gemma":[0.99976975,0.00006686452,0.000030909567,0.000011750312,0.00010873425,0.000012061265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003636724,0.00063742296,0.0005812094,0.0007077766,0.00040652422,0.0006340173,0.00081553776,0.0014604909,0.0024092717],"category_scores_gemma":[0.00092634995,0.0003500159,0.00063760555,0.0004966221,0.0006153868,0.0006057722,0.00055877044,0.00054013333,0.00042739284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024023297,0.000048539365,0.0011015957,0.00017046355,0.000013261018,0.00040779123,0.00012246314,0.95634085,0.011987258,0.013754506,0.00087747496,0.015151723],"study_design_scores_gemma":[0.0000039501324,0.000011666835,0.00010446694,0.000008325603,0.0000029687662,0.000029889547,0.000029317636,0.9979722,0.00051364827,0.0007461005,0.00057321694,0.000004148729],"about_ca_topic_score_codex":0.010276528,"about_ca_topic_score_gemma":0.008740524,"teacher_disagreement_score":0.010276528,"about_ca_system_score_codex":0.0006377067,"about_ca_system_score_gemma":0.0012774817,"threshold_uncertainty_score":0.020433426},"labels":[],"label_agreement":null},{"id":"W4312154017","doi":"10.1002/nag.3481","title":"Apparent wave velocity inverse analysis method and its application in dynamic pile testing","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Pile; Parametric statistics; Nondestructive testing; Inverse; Inverse problem; Range (aeronautics); Structural engineering; Geotechnical engineering; Mechanics; Geology; Materials science; Engineering; Mathematics; Mathematical analysis; Physics; Statistics; Geometry; Composite material","score_opus":0.027158637550345664,"score_gpt":0.3434880971319066,"score_spread":0.31632945958156095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312154017","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.034233384,0.00026168837,0.96321595,0.00005540342,0.000025128229,0.000035020963,0.000021155007,0.00027654093,0.0018757872],"genre_scores_gemma":[0.6956579,0.00038641333,0.3018543,0.00003525116,0.000026682741,0.00007775336,0.000054994543,0.000044519038,0.0018622334],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939215,0.0001247691,0.000022130132,0.000082057195,0.00034961302,0.000029183902],"domain_scores_gemma":[0.9995265,0.00022005869,0.000050943032,0.000056555215,0.00012438346,0.00002151851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045849377,0.00047711335,0.00029763818,0.0011947027,0.00017046822,0.00047981855,0.00058220676,0.00046256723,0.0010979394],"category_scores_gemma":[0.001274481,0.0002994082,0.00034356274,0.0005296733,0.0005830875,0.00059410295,0.0005105688,0.00035616517,0.0003092215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016959704,0.00009846505,0.0040669166,0.00034702197,0.000045388075,0.0003970871,0.00027723986,0.121249996,0.3688381,0.009289744,0.0006146467,0.49460566],"study_design_scores_gemma":[0.000015426276,0.00014408187,0.0029757598,0.000021778806,0.000025279354,0.0007426562,0.00008449377,0.9171067,0.07262578,0.0026583292,0.0035410975,0.000058634392],"about_ca_topic_score_codex":0.0010118888,"about_ca_topic_score_gemma":0.00081439497,"teacher_disagreement_score":0.0011947027,"about_ca_system_score_codex":0.00020803974,"about_ca_system_score_gemma":0.0004007081,"threshold_uncertainty_score":0.003673017},"labels":[],"label_agreement":null},{"id":"W4313421289","doi":"10.1002/nag.3479","title":"Dynamic analysis of beams vibrating on nonlinear poroelastic multi‐layered continuum","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Poromechanics; Biot number; Nonlinear system; Consolidation (business); Pore water pressure; Dissipation; Dissipative system; Continuum mechanics; Finite element method; Mechanics; Constitutive equation; Mathematics; Classical mechanics; Mathematical analysis; Physics; Structural engineering; Geotechnical engineering; Porous medium; Geology; Engineering; Porosity","score_opus":0.016855272126786953,"score_gpt":0.34078661258405135,"score_spread":0.3239313404572644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313421289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73657405,0.00029951142,0.24763925,0.00017541734,0.000040309376,0.00007032285,0.00006779524,0.000092475304,0.015040803],"genre_scores_gemma":[0.99330527,0.00010978675,0.0034466267,0.000023661833,0.0000068515824,0.000042496158,0.000014444242,0.000009502198,0.0030414446],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989414,0.000023849656,0.000003124661,0.000015751606,0.000042420623,0.000020764004],"domain_scores_gemma":[0.99987185,0.000059816826,0.000020975964,0.00000951191,0.000023069315,0.000014741807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023284306,0.00025915675,0.00026479873,0.00035183685,0.00028414765,0.00041212712,0.00038401908,0.00045064426,0.0014128777],"category_scores_gemma":[0.00039929285,0.00015192274,0.000268585,0.00021103692,0.0007019686,0.0002863876,0.0005616902,0.00024883955,0.0001618375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008627503,0.000056637666,0.00407487,0.000056078807,0.000040767627,0.0005175628,0.00022812207,0.9100893,0.057004206,0.017794907,0.0002407733,0.009810487],"study_design_scores_gemma":[0.0000032371977,0.000017584158,0.00087241206,0.0000028247919,0.0000021666901,0.00001461542,0.000029414356,0.9974674,0.00069531176,0.0007482392,0.00014287037,0.0000039938277],"about_ca_topic_score_codex":0.0030680685,"about_ca_topic_score_gemma":0.0014547963,"teacher_disagreement_score":0.0030680685,"about_ca_system_score_codex":0.00041077824,"about_ca_system_score_gemma":0.0002710918,"threshold_uncertainty_score":0.006100416},"labels":[],"label_agreement":null},{"id":"W4319789008","doi":"10.1002/nag.3495","title":"New strategies for developing GPU accelerated disk‐based discontinuous deformation analysis for large‐scale modeling","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Speedup; Computer science; Discontinuous Deformation Analysis; Solver; Computational science; Graphics processing unit; CUDA; Conjugate gradient method; Parallel computing; Central processing unit; Matrix (chemical analysis); Stiffness matrix; Grid; Algorithm; Stiffness; Finite element method; Mathematics; Geometry; Materials science; Physics","score_opus":0.05932553848455507,"score_gpt":0.39697785045243345,"score_spread":0.33765231196787837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319789008","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016775252,0.00017606586,0.9802609,0.00009861698,0.000036396505,0.000039293474,0.000028905133,0.0004993338,0.0020853078],"genre_scores_gemma":[0.35885927,0.00025010027,0.637806,0.00005861404,0.000030166657,0.00016823926,0.00011746942,0.00018048388,0.0025296586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987817,0.000029718914,0.0000070019983,0.000019083516,0.000054398,0.000011650142],"domain_scores_gemma":[0.99982077,0.000048306407,0.000014819878,0.000039573453,0.000058590504,0.000017929282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002230626,0.0005748317,0.00046406794,0.00048355747,0.00038271124,0.0005198578,0.00090643746,0.00048971357,0.002619245],"category_scores_gemma":[0.0005399262,0.00022894064,0.0003626592,0.00041433782,0.00043180643,0.00069263973,0.0006574456,0.00051230134,0.0006107739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018662713,0.00020914039,0.0035086377,0.00031344188,0.00007726856,0.00026850612,0.000316271,0.62124544,0.09683017,0.06452593,0.0038713655,0.20864715],"study_design_scores_gemma":[0.000007986119,0.00001207365,0.00009165833,0.000003103089,0.0000027574085,0.000015809832,0.000009764253,0.99445724,0.0023366134,0.0016560468,0.0014033283,0.0000035252829],"about_ca_topic_score_codex":0.002641447,"about_ca_topic_score_gemma":0.0022960203,"teacher_disagreement_score":0.002641447,"about_ca_system_score_codex":0.00029512335,"about_ca_system_score_gemma":0.00062807754,"threshold_uncertainty_score":0.00876224},"labels":[],"label_agreement":null},{"id":"W4323667826","doi":"10.1002/nag.3509","title":"Micromechanical formulation of first‐ and second‐order works in unsaturated granular media","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wetting; Capillary action; Mechanics; Discrete element method; Granular material; Classical mechanics; Work (physics); Infinitesimal; Physics; Geometry; Mathematics; Geotechnical engineering; Mathematical analysis; Geology; Thermodynamics","score_opus":0.02487980273103165,"score_gpt":0.32912477356005654,"score_spread":0.3042449708290249,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323667826","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22051367,0.001818824,0.72806376,0.00048488277,0.0002680989,0.00012838206,0.0002553518,0.00015501629,0.048312027],"genre_scores_gemma":[0.95547813,0.0006964704,0.027391447,0.00011437079,0.000081881924,0.00013571132,0.00008177961,0.000053701882,0.015966436],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998104,0.00002689911,0.000012363982,0.00003321052,0.00007399644,0.00004307362],"domain_scores_gemma":[0.9998018,0.00005329133,0.000046548867,0.00002333367,0.000047795194,0.00002717026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003168387,0.0005396638,0.00041712943,0.0009037369,0.0003853284,0.0010999119,0.00096760807,0.0010976802,0.00166535],"category_scores_gemma":[0.0004968032,0.00033479976,0.0004506469,0.00038063037,0.0010058316,0.00090646214,0.00085788843,0.00059177773,0.00024273962],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048807113,0.00008135903,0.0012011072,0.0001891492,0.000027870277,0.00064570096,0.00023795365,0.6015081,0.04037721,0.34286916,0.0006401908,0.012173387],"study_design_scores_gemma":[0.000005849888,0.000027125092,0.0004582437,0.000010507219,0.0000049605183,0.000083164494,0.000044854212,0.9811499,0.0021039774,0.014342908,0.0017558881,0.000012478559],"about_ca_topic_score_codex":0.002198737,"about_ca_topic_score_gemma":0.0020080034,"teacher_disagreement_score":0.002198737,"about_ca_system_score_codex":0.0008404852,"about_ca_system_score_gemma":0.0005557754,"threshold_uncertainty_score":0.006098151},"labels":[],"label_agreement":null},{"id":"W4353040048","doi":"10.1002/nag.3520","title":"Experimental and modelling investigation of vibration‐induced fluidization in sheared granular soils","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Fluidization; Vibration; Mesoscopic physics; Shearing (physics); Granular material; Mechanics; Geotechnical engineering; Triaxial shear test; Dilatant; Materials science; Shear (geology); Geology; Physics; Composite material; Fluidized bed; Thermodynamics","score_opus":0.050406877882269094,"score_gpt":0.34854314262336006,"score_spread":0.29813626474109095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4353040048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99766564,0.000026267879,0.0019694448,0.000004381631,0.0000022100276,0.000008330478,0.00005409222,0.000017190921,0.0002524928],"genre_scores_gemma":[0.9994487,0.000015172923,0.00045374484,5.832862e-7,4.387881e-7,0.0000040512573,0.000018815812,0.000001045434,0.000057484867],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998573,0.000023574168,0.000010582306,0.000028638764,0.000052486506,0.00002744569],"domain_scores_gemma":[0.99975246,0.000118462034,0.000040310137,0.000030469066,0.00004144006,0.000016862761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002691315,0.00022340167,0.00021666239,0.0003458287,0.00019681478,0.00021907537,0.000298017,0.0003121688,0.0007756253],"category_scores_gemma":[0.00043825002,0.00010215947,0.00014876045,0.00031545706,0.00043540786,0.00026032736,0.00019655093,0.00019279652,0.00007467968],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008718212,0.0002932901,0.013746067,0.00020739487,0.000015776935,0.0003583749,0.00020644884,0.07349331,0.90110797,0.00046455112,0.000063529405,0.009171463],"study_design_scores_gemma":[0.000064734864,0.0012917608,0.026571514,0.000014637693,0.000017903085,0.00009328561,0.00016193758,0.30895227,0.6621538,0.00024833498,0.00040252393,0.000027235285],"about_ca_topic_score_codex":0.0013212287,"about_ca_topic_score_gemma":0.001105633,"teacher_disagreement_score":0.0013212287,"about_ca_system_score_codex":0.00023784676,"about_ca_system_score_gemma":0.00012312354,"threshold_uncertainty_score":0.0026271343},"labels":[],"label_agreement":null},{"id":"W4366782340","doi":"10.1002/nag.3535","title":"Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Dilatant; Shear band; Cauchy stress tensor; Granular material; Mechanics; Shear (geology); Classical mechanics; Dissipative system; Materials science; Dissipation; Plasticity; Physics; Composite material; Thermodynamics","score_opus":0.025870131247017394,"score_gpt":0.33639393297237474,"score_spread":0.3105238017253574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366782340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7874399,0.00070866063,0.20473358,0.00015605186,0.000031106636,0.000038394905,0.000058359332,0.00012458352,0.006709452],"genre_scores_gemma":[0.9960718,0.00008782877,0.0032228986,0.000007145063,0.0000061923533,0.0000073802075,0.00001019983,0.0000071995305,0.0005793441],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998852,0.000026231884,0.000006658672,0.000023485873,0.000037676702,0.000020720676],"domain_scores_gemma":[0.99971956,0.00007734816,0.00010802865,0.00002355254,0.000040900806,0.00003071933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032677455,0.0003386818,0.00030672728,0.0012633649,0.00029081112,0.00060837617,0.00036588378,0.0003906342,0.00055147614],"category_scores_gemma":[0.00057335536,0.00017715462,0.00023383377,0.00037596058,0.0010773143,0.0006382159,0.00034049962,0.00024819246,0.0000728337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038006893,0.00011787649,0.013082452,0.00023303823,0.00007237104,0.0018302052,0.00034736708,0.40479574,0.23266055,0.32457536,0.00063952274,0.021265464],"study_design_scores_gemma":[0.000006278789,0.000030212377,0.003847257,0.0000067833007,0.000007551293,0.00009345456,0.000038448416,0.97844714,0.006572178,0.010687346,0.00024727397,0.00001610159],"about_ca_topic_score_codex":0.0012051223,"about_ca_topic_score_gemma":0.00072803267,"teacher_disagreement_score":0.0012633649,"about_ca_system_score_codex":0.0005606028,"about_ca_system_score_gemma":0.0002254432,"threshold_uncertainty_score":0.004067421},"labels":[],"label_agreement":null},{"id":"W4378230835","doi":"10.1002/nag.3576","title":"Fractional derivative modelling for rheological characteristics of multilayered saturated porous rock with interfacial thermal contact resistance","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Thermoelastic and Magnetoelastic Phenomena","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Materials science; Rheology; Viscoelasticity; Laplace transform; Porosity; Displacement (psychology); Porous medium; Thermal; Constitutive equation; Geotechnical engineering; Composite material; Thermodynamics; Geology; Finite element method; Mathematics","score_opus":0.03532185421151971,"score_gpt":0.32537216916145933,"score_spread":0.2900503149499396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378230835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6985625,0.0004586173,0.29773718,0.0000933593,0.00002781998,0.000024575314,0.0000705267,0.00019970228,0.0028257316],"genre_scores_gemma":[0.9972583,0.00005380871,0.0022148455,0.000003178363,0.0000024915205,0.0000053953177,0.000009913255,0.00000472515,0.00044736138],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999013,0.000018883218,0.0000059540644,0.00002156523,0.00003579894,0.00001655559],"domain_scores_gemma":[0.9998192,0.000070579634,0.000045191562,0.000020940483,0.000034869914,0.0000091724005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020526764,0.00031735143,0.00035734792,0.00043146405,0.00015670015,0.00042697098,0.00043032976,0.00054573495,0.000561177],"category_scores_gemma":[0.00056910375,0.00014213556,0.00050321734,0.00030819053,0.00043358252,0.00053183397,0.00027677734,0.00027804793,0.000058379384],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010893528,0.00006381521,0.002425577,0.00008521684,0.000028428634,0.00028998975,0.00009152316,0.8992208,0.08265498,0.0037324983,0.000103583196,0.011194686],"study_design_scores_gemma":[0.0000011189428,0.0000084660915,0.00027633214,0.0000010104932,0.0000021037138,0.000009234555,0.000004196198,0.9978136,0.001677017,0.00015360133,0.00005113503,0.0000022126965],"about_ca_topic_score_codex":0.0028938802,"about_ca_topic_score_gemma":0.0012788287,"teacher_disagreement_score":0.0028938802,"about_ca_system_score_codex":0.00033444562,"about_ca_system_score_gemma":0.00022998248,"threshold_uncertainty_score":0.0057540536},"labels":[],"label_agreement":null},{"id":"W4382176338","doi":"10.1002/nag.3545","title":"Constitutive modelling of unsaturated gold tailings subjected to drying and wetting cycles","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Shearing (physics); Wetting; Dilatant; Tailings; Constitutive equation; Saturation (graph theory); Materials science; Hysteresis; Cohesion (chemistry); Geology; Engineering; Composite material; Structural engineering; Metallurgy; Mathematics; Finite element method; Chemistry","score_opus":0.04723272430579563,"score_gpt":0.35275488430746943,"score_spread":0.3055221600016738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382176338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9550323,0.00031139873,0.039326623,0.000102830796,0.000022515156,0.00006402048,0.00032112692,0.00013324781,0.0046860483],"genre_scores_gemma":[0.99693054,0.00012604341,0.0012165837,0.00001109086,0.0000022590027,0.00002159709,0.00006853939,0.000009875598,0.0016134701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998965,0.000018551798,0.000009162897,0.00002535445,0.000027993125,0.000022412469],"domain_scores_gemma":[0.9998375,0.00005674101,0.000035472585,0.000024409706,0.000031177256,0.000014594674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026289295,0.00041149897,0.00037269044,0.00072559284,0.0002703281,0.0005555641,0.0006209195,0.0010612736,0.0006247807],"category_scores_gemma":[0.0005791906,0.00021883423,0.00052324875,0.00042851164,0.00084110734,0.0003744947,0.00041587203,0.00028703082,0.000113555085],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047213067,0.000052795607,0.0038701147,0.000055319506,0.000013382547,0.00017916497,0.00011944831,0.95495725,0.03329036,0.0016362291,0.00010846891,0.0056702737],"study_design_scores_gemma":[0.000004420564,0.000031897798,0.0020330446,0.0000075230037,0.000005812307,0.000027421076,0.0000415136,0.9936227,0.0036780539,0.0002808285,0.00025976778,0.0000069661933],"about_ca_topic_score_codex":0.011975396,"about_ca_topic_score_gemma":0.007498261,"teacher_disagreement_score":0.011975396,"about_ca_system_score_codex":0.0005433702,"about_ca_system_score_gemma":0.00050377066,"threshold_uncertainty_score":0.0238114},"labels":[],"label_agreement":null},{"id":"W4385496209","doi":"10.1002/nag.3606","title":"A consistent linearization scheme for KGD problems using fracture tip asymptotic solutions","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Linearization; Nonlinear system; Context (archaeology); Convergence (economics); Fracture (geology); Jacobian matrix and determinant; Viscosity; Applied mathematics; Mechanics; Mathematics; Computer science; Physics; Engineering; Geology; Geotechnical engineering","score_opus":0.06835200599607355,"score_gpt":0.38463131596805594,"score_spread":0.3162793099719824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385496209","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0111953905,0.00013885724,0.9840625,0.0001495892,0.00003697568,0.00006743067,0.000026570278,0.00016648906,0.0041562533],"genre_scores_gemma":[0.5137486,0.00035680877,0.472874,0.00023436772,0.00008158431,0.00045207905,0.00014615025,0.00018167317,0.01192466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982065,0.000062977524,0.000011541555,0.000021230475,0.00006672083,0.000016830347],"domain_scores_gemma":[0.9997296,0.00011778825,0.0000337515,0.000024953102,0.00007477152,0.00001917978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051398145,0.0005177534,0.0004991481,0.0004640458,0.00034273413,0.000540218,0.00078341825,0.00076050323,0.002659835],"category_scores_gemma":[0.0009381339,0.00024504124,0.00054232555,0.00021151193,0.00069565227,0.0005224997,0.0017651594,0.0012634564,0.0007013632],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007682055,0.00009766679,0.0008731211,0.00029028903,0.000033751774,0.0002413195,0.00038012234,0.74951977,0.029041477,0.12755328,0.0027046017,0.08918774],"study_design_scores_gemma":[0.000006130012,0.000020640902,0.000027327545,0.000008476496,0.0000018308367,0.000010975125,0.000011795866,0.9954716,0.000849138,0.0022986156,0.0012889466,0.0000045767183],"about_ca_topic_score_codex":0.002348404,"about_ca_topic_score_gemma":0.0018796936,"teacher_disagreement_score":0.002659835,"about_ca_system_score_codex":0.00042040547,"about_ca_system_score_gemma":0.00075980416,"threshold_uncertainty_score":0.00889802},"labels":[],"label_agreement":null},{"id":"W4385583589","doi":"10.1002/nag.3603","title":"Inertial and turbulent flow in hydro‐mechanically coupled KGD‐like fractures","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mechanics; Hagen–Poiseuille equation; Turbulence; Laminar flow; Inertia; Fracture (geology); Flow (mathematics); Fluid dynamics; Geotechnical engineering; Materials science; Physics; Geology; Classical mechanics","score_opus":0.019254603070875644,"score_gpt":0.35458620714774036,"score_spread":0.33533160407686474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385583589","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98238593,0.0000612103,0.015421104,0.00005199113,0.00001257034,0.000018638271,0.000039014267,0.00006642326,0.0019432394],"genre_scores_gemma":[0.99786407,0.00001579871,0.0016912883,0.0000095871565,0.0000020666932,0.000009747135,0.000013513714,0.0000049321934,0.00038902002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988794,0.00002370136,0.000009293347,0.000020712554,0.000035418667,0.000022903017],"domain_scores_gemma":[0.9998318,0.0000440529,0.00005088488,0.000017748722,0.000025653688,0.00002984318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017522636,0.00024208968,0.00029821738,0.00037784086,0.00031181244,0.00060613203,0.00043215745,0.00064875744,0.0005671202],"category_scores_gemma":[0.00052557985,0.00021679154,0.00032976078,0.00016727095,0.0008931043,0.00020030566,0.0005712629,0.0003163024,0.00006900171],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000122058125,0.00016890797,0.00652885,0.000050301125,0.00003213119,0.00039244595,0.00015275508,0.89599836,0.08612699,0.0051212437,0.00015402348,0.005151938],"study_design_scores_gemma":[0.000015798765,0.00004736645,0.0033171598,0.000004257041,0.0000046232667,0.000035883637,0.000025371794,0.99147403,0.004296977,0.00062854536,0.00013769044,0.00001223977],"about_ca_topic_score_codex":0.0041648992,"about_ca_topic_score_gemma":0.0016596162,"teacher_disagreement_score":0.0041648992,"about_ca_system_score_codex":0.0008476651,"about_ca_system_score_gemma":0.00033425278,"threshold_uncertainty_score":0.00828135},"labels":[],"label_agreement":null},{"id":"W4388133365","doi":"10.1002/nag.3636","title":"A FEM for three‐field <i>u</i>–<i>p</i>–η poroelasticity with nonreciprocal interactions","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Poromechanics; Biot number; Finite element method; Consolidation (business); Porous medium; Mathematics; Fluid dynamics; Mechanics; Calculus (dental); Engineering; Porosity; Physics; Structural engineering; Geotechnical engineering","score_opus":0.04042764427206995,"score_gpt":0.39522373919223397,"score_spread":0.354796094920164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388133365","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.044434976,0.00017675576,0.9372008,0.00015222427,0.00006185073,0.00007362551,0.00017428979,0.0007393694,0.01698612],"genre_scores_gemma":[0.63702524,0.0002782646,0.35120556,0.00007433032,0.000030430776,0.00022856092,0.00019888107,0.00020829104,0.010750394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979,0.000046062076,0.000008505664,0.000039733746,0.00009664389,0.00001912627],"domain_scores_gemma":[0.9996264,0.00021019962,0.0000348601,0.000030141005,0.00008274493,0.00001567816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002940303,0.00041929982,0.00040433364,0.0003763093,0.00037391428,0.0004823996,0.00060012384,0.00097082753,0.0025699914],"category_scores_gemma":[0.0007997813,0.00030405447,0.000470559,0.00032756993,0.00066662545,0.00030351517,0.0004960038,0.00046069306,0.00040792412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003919854,0.000048830152,0.0006566139,0.00009615543,0.000008789038,0.00013628816,0.0000838218,0.93763787,0.023581376,0.016154926,0.0010307898,0.020525336],"study_design_scores_gemma":[0.0000024261767,0.000007909375,0.000092320304,0.000006344292,0.0000015032699,0.000018754434,0.000008189448,0.99669397,0.0013917448,0.00056633865,0.0012074427,0.0000030461879],"about_ca_topic_score_codex":0.003982639,"about_ca_topic_score_gemma":0.0027542217,"teacher_disagreement_score":0.003982639,"about_ca_system_score_codex":0.00051930215,"about_ca_system_score_gemma":0.001073629,"threshold_uncertainty_score":0.008597493},"labels":[],"label_agreement":null},{"id":"W4389949957","doi":"10.1002/nag.3669","title":"On the friction dependency of the stress Lode angle","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Austrian Science Fund","keywords":"Stress path; Lode; Constitutive equation; Materials science; Stress (linguistics); Mechanics; Stress space; Dependency (UML); Geotechnical engineering; Finite element method; Structural engineering; Composite material; Plasticity; Geology; Engineering; Physics; Metallurgy","score_opus":0.030162252367743298,"score_gpt":0.34286108759318057,"score_spread":0.3126988352254373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389949957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.976263,0.00022426725,0.019168342,0.0000896075,0.000016874028,0.000015859423,0.000081944214,0.0000751528,0.0040650456],"genre_scores_gemma":[0.99943906,0.000040050152,0.00040231552,0.0000045701104,0.0000014313283,0.0000031100421,0.00001723472,0.0000045159363,0.000087656284],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99980634,0.000034045377,0.00001292975,0.00003993746,0.00005608939,0.000050706523],"domain_scores_gemma":[0.9990194,0.0005602363,0.00018496526,0.00008225784,0.0001052188,0.00004790056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040975373,0.00038133518,0.00033265722,0.0006687428,0.00021480436,0.00059503235,0.00030962744,0.0005135106,0.0007832159],"category_scores_gemma":[0.0021838872,0.0002175573,0.00029602993,0.00030557258,0.000877541,0.0004102282,0.00032936173,0.00043347696,0.00010324615],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030177686,0.00015738058,0.016357888,0.00016170938,0.000036682555,0.000599317,0.00015309927,0.82215714,0.1419509,0.008456784,0.00023248163,0.009434823],"study_design_scores_gemma":[0.000013106241,0.00011563973,0.0075536966,0.000021276652,0.00000779229,0.00007206591,0.00003874853,0.96037644,0.030150177,0.0013832287,0.00024196226,0.000025750498],"about_ca_topic_score_codex":0.0015590822,"about_ca_topic_score_gemma":0.0007565125,"teacher_disagreement_score":0.0015590822,"about_ca_system_score_codex":0.00032290592,"about_ca_system_score_gemma":0.00023260542,"threshold_uncertainty_score":0.003099978},"labels":[],"label_agreement":null},{"id":"W4390540246","doi":"10.1002/nag.3685","title":"A coupled phase‐field method (PFM) and thermo‐hydro‐mechanics (THM) based framework for analyzing saturated ice‐rich porous materials","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Inha University","keywords":"Porous medium; Mixture theory; Constitutive equation; Anisotropy; Geotechnical engineering; Isotropy; Phase transition; Pore water pressure; Porosity; Mechanics; Materials science; Geology; Engineering; Computer science; Finite element method; Thermodynamics; Physics; Structural engineering","score_opus":0.060900193992623294,"score_gpt":0.4219084070878453,"score_spread":0.361008213095222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390540246","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014196968,0.00023536288,0.9819465,0.00015692266,0.000039981267,0.0000659279,0.00006942063,0.000108073764,0.0031807583],"genre_scores_gemma":[0.5392389,0.0007862406,0.45317176,0.00020099437,0.0001476894,0.00057826977,0.00016107481,0.00018666813,0.0055284314],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984574,0.000055904686,0.000006282186,0.000022399578,0.000049723083,0.00001996071],"domain_scores_gemma":[0.9997079,0.00013757784,0.00003909054,0.000029252791,0.00006189084,0.000024380117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000565863,0.00062099734,0.00050375675,0.0008527121,0.00040738765,0.0006701445,0.0012923626,0.0012039979,0.0015479473],"category_scores_gemma":[0.00088842097,0.00041401802,0.000754267,0.00041108497,0.001111168,0.0010035583,0.0010595395,0.0008036003,0.00022778187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018055243,0.00006887445,0.0007521703,0.000118422,0.000029423307,0.00016705452,0.000051008836,0.9107101,0.012390948,0.0613765,0.00041309773,0.013904346],"study_design_scores_gemma":[0.0000029892333,0.000006734716,0.000047327223,0.000003972395,0.0000015571262,0.000012822779,0.0000053783474,0.9952323,0.00025545724,0.0040518083,0.00037635863,0.0000033075016],"about_ca_topic_score_codex":0.003330959,"about_ca_topic_score_gemma":0.002805671,"teacher_disagreement_score":0.003330959,"about_ca_system_score_codex":0.0005238236,"about_ca_system_score_gemma":0.0011645467,"threshold_uncertainty_score":0.0066230893},"labels":[],"label_agreement":null},{"id":"W4390584783","doi":"10.1002/nag.3682","title":"Uplift behavior of nodular diaphragm wall: Experiment and theory","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Sichuan Provincial Key Laboratory of Shock and Vibration of Engineering Materials and Structures, Southwest University of Science and Technology; National Natural Science Foundation of China","keywords":"Structural engineering; Failure mode and effects analysis; Diaphragm (acoustics); Particle image velocimetry; Geotechnical engineering; Computer science; Engineering; Mechanics","score_opus":0.01655377868106076,"score_gpt":0.3514263109725151,"score_spread":0.3348725322914543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390584783","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899395,0.00009603444,0.008767692,0.00002385483,0.000016445701,0.000021297912,0.00009956096,0.000101092846,0.0009345001],"genre_scores_gemma":[0.9983803,0.00004969137,0.0012179246,0.000004268524,0.0000016142099,0.0000072553976,0.000040434494,0.000004236874,0.000294201],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973005,0.00002456363,0.000014530253,0.00005798023,0.00012100793,0.000051914885],"domain_scores_gemma":[0.9996612,0.00008875073,0.000056581448,0.000076461445,0.00008476572,0.000032222906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053170347,0.0003766271,0.000331896,0.00038522834,0.00026087573,0.00031205005,0.0005465374,0.0005359928,0.0012752868],"category_scores_gemma":[0.0007100831,0.0001879735,0.00028692576,0.000246676,0.0006424791,0.0004652594,0.00044512,0.00021067967,0.00025613338],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010132273,0.00031960043,0.015300254,0.00025686066,0.000021783882,0.00074126536,0.00034901028,0.044236623,0.90938103,0.0013458177,0.0005159902,0.026518514],"study_design_scores_gemma":[0.00006131147,0.002094514,0.037011262,0.000051918378,0.000038019956,0.00023680151,0.00048205847,0.43148586,0.5263198,0.00069552695,0.0014361349,0.000086770146],"about_ca_topic_score_codex":0.001059096,"about_ca_topic_score_gemma":0.0007494911,"teacher_disagreement_score":0.0012752868,"about_ca_system_score_codex":0.00020425493,"about_ca_system_score_gemma":0.00016400115,"threshold_uncertainty_score":0.0042663217},"labels":[],"label_agreement":null},{"id":"W4390984214","doi":"10.1002/nag.3689","title":"A comprehensive review of numerical simulation methods for hydraulic fracturing","year":2024,"lang":"en","type":"review","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Numerical methods in engineering","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Hydraulic fracturing; Fracture (geology); Computation; Geology; Scope (computer science); Reservoir simulation; Finite element method; Peridynamics; Computer simulation; Computer science; Boundary (topology); Flow (mathematics); Geotechnical engineering; Petroleum engineering; Mechanics; Engineering; Structural engineering; Simulation; Geometry; Mathematics; Algorithm; Continuum mechanics","score_opus":0.0980061512515533,"score_gpt":0.515420077834614,"score_spread":0.41741392658306065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390984214","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018433598,0.45601845,0.5129658,0.0010633434,0.0017731636,0.00019948938,0.0010871354,0.0026803582,0.022368882],"genre_scores_gemma":[0.026114915,0.6270006,0.3284441,0.0007520594,0.0014943756,0.0006164552,0.002833576,0.0015367952,0.011207208],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99833715,0.0003260466,0.0002571688,0.0001913491,0.00082605635,0.00006217121],"domain_scores_gemma":[0.99729925,0.0013881184,0.00015662269,0.00021293474,0.0008857985,0.00005735041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018353368,0.0018389612,0.0019674823,0.0035488245,0.00063363276,0.0017452245,0.0026048694,0.0019027775,0.011034454],"category_scores_gemma":[0.0041980254,0.0012620522,0.0023153322,0.0051049767,0.00084775925,0.0021257144,0.0013580725,0.0019080625,0.006636289],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005846952,0.000083316125,0.00073819514,0.011738021,0.00019734498,0.00017805898,0.00019113674,0.041617993,0.0039374,0.03750395,0.03471184,0.86904424],"study_design_scores_gemma":[0.00003861774,0.000087265114,0.0009113892,0.004250854,0.00014776838,0.00060323975,0.00009596618,0.09997706,0.004616014,0.027515223,0.86157376,0.00018279285],"about_ca_topic_score_codex":0.003284834,"about_ca_topic_score_gemma":0.0019898857,"teacher_disagreement_score":0.011034454,"about_ca_system_score_codex":0.0008328493,"about_ca_system_score_gemma":0.0024276855,"threshold_uncertainty_score":0.03691393},"labels":[],"label_agreement":null},{"id":"W4393943772","doi":"10.1002/nag.3728","title":"An activation mechanism for cyclic degradation of clays in bounding surface plasticity","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Degradation (telecommunications); Plasticity; Mechanism (biology); Geotechnical engineering; Materials science; Geology; Chemistry; Composite material; Computer science; Physics","score_opus":0.03118065513772552,"score_gpt":0.3715858686478571,"score_spread":0.3404052135101316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393943772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9128572,0.00042225822,0.08194779,0.0001440353,0.000022329237,0.00003956708,0.0000717508,0.00022472549,0.0042703995],"genre_scores_gemma":[0.9986952,0.00004681932,0.0007365903,0.000004707665,0.000001687349,0.000006030551,0.000008569588,0.000004357792,0.00049607124],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998807,0.000022240372,0.0000068505597,0.000026427775,0.00003674456,0.00002719423],"domain_scores_gemma":[0.99981743,0.000056326942,0.00005303233,0.000032916312,0.000025851761,0.000014446545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019541834,0.00036634447,0.00031072364,0.0003010985,0.00016324026,0.0003940426,0.0007403356,0.0005673487,0.00059118244],"category_scores_gemma":[0.00041311915,0.00017204859,0.00029538036,0.00014992,0.0006898893,0.00045672845,0.00034497815,0.0003718093,0.000096125965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012763226,0.00014361771,0.0050229174,0.00009619451,0.000023454004,0.00064433715,0.0001660321,0.7768645,0.19447796,0.009024767,0.0002532578,0.01315525],"study_design_scores_gemma":[0.0000031238915,0.000020988751,0.0013646081,0.000002515725,0.0000039115025,0.00005085378,0.000009343701,0.9901749,0.0076230895,0.0006004803,0.00013975984,0.000006464889],"about_ca_topic_score_codex":0.0026548973,"about_ca_topic_score_gemma":0.0019683477,"teacher_disagreement_score":0.0026548973,"about_ca_system_score_codex":0.0003380558,"about_ca_system_score_gemma":0.00035666363,"threshold_uncertainty_score":0.0052788854},"labels":[],"label_agreement":null},{"id":"W4396610670","doi":"10.1002/nag.3755","title":"A framework for estimating the matric suction in unsaturated soils using multiple artificial intelligence techniques","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Soil water; Geotechnical engineering; Suction; Soil mechanics; Soil science; Environmental science; Mathematics; Engineering; Mechanical engineering","score_opus":0.0708931603978046,"score_gpt":0.415306473575472,"score_spread":0.34441331317766744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396610670","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065570264,0.00013156373,0.99246573,0.000049507726,0.0000070545643,0.000018092367,0.000015585936,0.00007866082,0.000676741],"genre_scores_gemma":[0.7099944,0.0005639292,0.28662586,0.000060826747,0.00006713761,0.00029583502,0.00012181911,0.000039103477,0.0022310333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995819,0.00014695786,0.000023674542,0.000079001504,0.00013151928,0.000036899968],"domain_scores_gemma":[0.99963796,0.00016104305,0.000062512074,0.000016901398,0.000104016384,0.000017520071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011740336,0.00076227536,0.00059025706,0.0008331486,0.0002660207,0.00076281413,0.001122252,0.00072135235,0.0006761759],"category_scores_gemma":[0.0015164807,0.00034772782,0.0007175472,0.0005116194,0.0005479904,0.0007008884,0.0009089815,0.0005310906,0.00013190607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012381491,0.000022098215,0.0003789587,0.000035762067,0.000029514304,0.000042422278,0.000024022962,0.9706022,0.0014778983,0.009472392,0.00016337888,0.017738882],"study_design_scores_gemma":[0.0000010229905,0.000010952424,0.000056137113,0.000002120814,0.0000028629802,0.0000031999587,0.0000021920794,0.9988398,0.00012135843,0.0008440861,0.0001138043,0.0000025353693],"about_ca_topic_score_codex":0.007816902,"about_ca_topic_score_gemma":0.004309267,"teacher_disagreement_score":0.007816902,"about_ca_system_score_codex":0.000515998,"about_ca_system_score_gemma":0.0009845463,"threshold_uncertainty_score":0.015542805},"labels":[],"label_agreement":null},{"id":"W4396937901","doi":"10.1002/nag.3761","title":"Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discretization; Conservation of mass; Finite element method; Mechanics; Ideal gas law; Capillary pressure; Geotechnical engineering; Heat transfer; Pore water pressure; Thermodynamics; Porous medium; Engineering; Mathematics; Porosity; Physics","score_opus":0.05677483461982066,"score_gpt":0.34411654297817107,"score_spread":0.2873417083583504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396937901","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3672788,0.0003920672,0.61418897,0.0002473454,0.00006636469,0.00013433797,0.000368035,0.0005107326,0.01681317],"genre_scores_gemma":[0.97024596,0.0001989716,0.024870515,0.00003059776,0.000011296334,0.0001495984,0.00011946535,0.000044697474,0.004328792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984264,0.000039809158,0.000009525331,0.000026952026,0.000053696847,0.000027308532],"domain_scores_gemma":[0.9997893,0.00009882354,0.000032842727,0.000020655045,0.000040845425,0.000017454207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000315341,0.0004957249,0.0006278083,0.00057088025,0.00053180486,0.00078440167,0.0010597551,0.0013878153,0.0012901115],"category_scores_gemma":[0.00047431793,0.00035322303,0.0006645078,0.00037607853,0.0009392505,0.00056508096,0.00063725165,0.00048965873,0.00019736314],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008405876,0.00002219851,0.00039383842,0.0000127293215,0.000005491211,0.00003813536,0.000023210167,0.9935846,0.0027135978,0.0017852805,0.000035505138,0.0013771354],"study_design_scores_gemma":[0.0000013093396,0.000004897811,0.00006937159,0.0000016274541,0.0000011563062,0.000004246041,0.0000052214996,0.9993542,0.00028832257,0.00017283746,0.0000952416,0.000001642344],"about_ca_topic_score_codex":0.008950069,"about_ca_topic_score_gemma":0.005374487,"teacher_disagreement_score":0.008950069,"about_ca_system_score_codex":0.00066246913,"about_ca_system_score_gemma":0.0010387523,"threshold_uncertainty_score":0.01779592},"labels":[],"label_agreement":null},{"id":"W4399545209","doi":"10.1002/nag.3785","title":"A size‐dependent energy‐based strain burst criterion","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Rock burst; Bursting; Mechanics; Elastic energy; Dissipation; Materials science; Envelope (radar); Geotechnical engineering; Fracture (geology); Stress (linguistics); Elasticity (physics); Structural engineering; Geology; Computer science; Composite material; Engineering; Physics; Thermodynamics","score_opus":0.0316086483444726,"score_gpt":0.3710119787557825,"score_spread":0.33940333041130993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399545209","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36316475,0.00058246974,0.6259072,0.00017711459,0.00006045765,0.00012217766,0.00014387291,0.00021081476,0.00963124],"genre_scores_gemma":[0.9708409,0.00012091322,0.02675126,0.000032616612,0.00002863629,0.000078699915,0.00011386304,0.000058122503,0.0019749443],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910647,0.00012097906,0.000063536616,0.00012852118,0.0004981337,0.000082455634],"domain_scores_gemma":[0.99745387,0.0010885117,0.00037762377,0.0003150901,0.00058045704,0.00018437185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010106523,0.00063977105,0.000540425,0.0016114954,0.00033054576,0.0007370425,0.0013627906,0.00075872167,0.0017861945],"category_scores_gemma":[0.0031221316,0.00023766156,0.00038266747,0.00037836205,0.0013253298,0.0015245802,0.0013600568,0.00047752602,0.00028854178],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075814006,0.0003104968,0.01329213,0.00044038906,0.00006740372,0.0008585218,0.00041598524,0.378187,0.39423707,0.07730804,0.0010702128,0.13305472],"study_design_scores_gemma":[0.00001806986,0.00036603195,0.009046488,0.000035956058,0.000020455087,0.00041383767,0.000115582436,0.9177816,0.056424547,0.013665334,0.0020595596,0.000052670137],"about_ca_topic_score_codex":0.00052378944,"about_ca_topic_score_gemma":0.000433195,"teacher_disagreement_score":0.0017861945,"about_ca_system_score_codex":0.0005721519,"about_ca_system_score_gemma":0.00036661315,"threshold_uncertainty_score":0.0059754252},"labels":[],"label_agreement":null},{"id":"W4401843806","doi":"10.1002/nag.3819","title":"Lateral kinematic properties of offshore pipe piles embedded in saturated soil considering soil plug effect","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Inertia; Pile; Stiffness; Spark plug; Geology; Modulus; Natural frequency; Plane stress; Structural engineering; Kinematics; Vibration; Engineering; Finite element method; Mathematics; Geometry; Physics","score_opus":0.023300874800337653,"score_gpt":0.3224742803730591,"score_spread":0.29917340557272143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401843806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99012613,0.000029920164,0.008704989,0.000012888375,0.0000037494788,0.000003493279,0.000047082965,0.000044814937,0.0010268964],"genre_scores_gemma":[0.9996221,0.000012720856,0.00016233962,8.5573237e-7,6.532495e-7,9.1547196e-7,0.000015042545,0.0000020040495,0.00018335623],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999349,0.00000941106,0.0000031508466,0.000011445031,0.000024555546,0.000016620406],"domain_scores_gemma":[0.9997824,0.000058197882,0.0000704951,0.000022718528,0.000039777537,0.00002651292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011337495,0.0002741589,0.00022037994,0.00042888985,0.00018196779,0.00036005196,0.00021597887,0.00027048972,0.0012971993],"category_scores_gemma":[0.00046044434,0.0001689349,0.00020975387,0.00028297084,0.0005011671,0.00037979364,0.00035710493,0.00012943221,0.0002187041],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008084704,0.00015709519,0.053663485,0.00024832648,0.000087051914,0.0036935578,0.0005581277,0.6121201,0.2987331,0.0025785805,0.00040156156,0.02695056],"study_design_scores_gemma":[0.0000112693,0.00035926152,0.06889911,0.000022345475,0.000039150116,0.00041570887,0.00061754085,0.9039354,0.024562147,0.000695735,0.00039360757,0.000048762202],"about_ca_topic_score_codex":0.0011680835,"about_ca_topic_score_gemma":0.00074742624,"teacher_disagreement_score":0.0012971993,"about_ca_system_score_codex":0.00012951913,"about_ca_system_score_gemma":0.00013850941,"threshold_uncertainty_score":0.004339576},"labels":[],"label_agreement":null},{"id":"W4402861087","doi":"10.1002/nag.3848","title":"Computational Simulation and Experimental Analysis on Wearing Mechanisms of Gypsum and Concrete Samples in Pin‐on‐Disk ASTM Abrasion Testing","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Materials science; Abrasion (mechanical); Geotechnical engineering; Tungsten carbide; Gypsum; Composite material; Ultimate tensile strength; Drilling; Structural engineering; Geology; Engineering; Metallurgy","score_opus":0.05122211044735504,"score_gpt":0.39644774902318525,"score_spread":0.3452256385758302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402861087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733704,0.00002479513,0.0016313375,0.000013434931,0.0000052861046,0.000009735346,0.00012338048,0.00005137822,0.00080364617],"genre_scores_gemma":[0.9982559,0.000017203816,0.0013271018,0.0000028643344,6.165455e-7,0.000009987123,0.00007061324,0.0000051090046,0.00031072614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998242,0.000017488377,0.000013224759,0.000026291495,0.000073999574,0.000044730077],"domain_scores_gemma":[0.9995591,0.00020020588,0.000054842185,0.00006263407,0.000090619484,0.000032592045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003190028,0.00041394404,0.00042950912,0.0004439502,0.0003131647,0.00033254657,0.0006821212,0.000815333,0.0016183571],"category_scores_gemma":[0.00063697994,0.00023757502,0.00047234652,0.00037049764,0.00043069935,0.00026125458,0.00027585632,0.0003157399,0.00012698756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006011081,0.00040404862,0.02129746,0.00036885584,0.00004466266,0.00084253814,0.0003612382,0.8330799,0.12823918,0.0007616458,0.0004605745,0.013538742],"study_design_scores_gemma":[0.000018933986,0.00029984044,0.010633962,0.000009752034,0.00001626315,0.000053147327,0.00013600837,0.96670926,0.02179388,0.00010011781,0.00021123324,0.000017615275],"about_ca_topic_score_codex":0.005371791,"about_ca_topic_score_gemma":0.004802377,"teacher_disagreement_score":0.005371791,"about_ca_system_score_codex":0.00025227235,"about_ca_system_score_gemma":0.0003447748,"threshold_uncertainty_score":0.010681033},"labels":[],"label_agreement":null},{"id":"W4403673687","doi":"10.1002/nag.3876","title":"Using H‐Convergence to Calculate the Numerical Errors for 1D Unsaturated Seepage Under Steady‐State Conditions","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; SNC-Lavalin (Canada); Polytechnique Montréal","funders":"","keywords":"Convergence (economics); Asymptote; Numerical analysis; Polygon mesh; Applied mathematics; Sensitivity (control systems); Mathematics; Finite element method; Domain (mathematical analysis); Computer simulation; Nonlinear system; Steady state (chemistry); Convergence tests; Rate of convergence; Computer science; Mathematical analysis; Geometry; Engineering; Structural engineering; Statistics; Physics; Chemistry","score_opus":0.05960637559352267,"score_gpt":0.4090467098941003,"score_spread":0.34944033430057764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403673687","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23701733,0.00028490735,0.7521542,0.0002210383,0.00014469416,0.00013096625,0.00022741413,0.001433537,0.008385926],"genre_scores_gemma":[0.80027103,0.00012045588,0.19670889,0.00006503625,0.000017890787,0.0001394033,0.000187028,0.00032185207,0.0021684645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990414,0.0003032671,0.00007809212,0.00007050327,0.00043058535,0.00007621019],"domain_scores_gemma":[0.9900973,0.006964081,0.0005512476,0.00053827465,0.0017561082,0.00009306904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031976344,0.0005049702,0.00040651343,0.0011235398,0.00042962356,0.00073891494,0.0006398866,0.00084692356,0.0017628856],"category_scores_gemma":[0.0110406475,0.00020615832,0.00043340898,0.00053318485,0.0012408852,0.0007812637,0.0009020847,0.0007036683,0.00037885073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016572485,0.00012003024,0.00718335,0.00017852437,0.0000400398,0.00011155629,0.00018554303,0.92608935,0.010719755,0.009175623,0.00074616633,0.0452845],"study_design_scores_gemma":[0.0000042505053,0.000033276436,0.0005548424,0.000012967433,0.0000021079325,0.000013667905,0.00001897559,0.99208015,0.0060732523,0.00090571045,0.00029041653,0.00001040094],"about_ca_topic_score_codex":0.0043804063,"about_ca_topic_score_gemma":0.0024902627,"teacher_disagreement_score":0.0043804063,"about_ca_system_score_codex":0.00052054384,"about_ca_system_score_gemma":0.0008458888,"threshold_uncertainty_score":0.01691091},"labels":[],"label_agreement":null},{"id":"W4404643837","doi":"10.1002/nag.3905","title":"Theoretical Investigation of Dynamic Pile–Soil Interaction in Torsion Considering Continuity of Heterogeneous Soil","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Torsion (gastropod); Shear modulus; Parametric statistics; Dynamic loading; Dynamic load testing; Vibration; Torque; Structural engineering; Geology; Engineering; Materials science; Mathematics; Acoustics; Physics","score_opus":0.01698788360727235,"score_gpt":0.3365729730212969,"score_spread":0.3195850894140246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404643837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58521396,0.00038315135,0.3919589,0.00022521954,0.000039096307,0.000051442563,0.00011158679,0.00015152202,0.021865118],"genre_scores_gemma":[0.9967327,0.000108026645,0.0018980795,0.000009662676,0.0000056668614,0.000013454233,0.0000121417725,0.000006054855,0.0012140725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998857,0.000024131688,0.0000029967928,0.000021690505,0.000041503965,0.000024037196],"domain_scores_gemma":[0.9998629,0.000066047134,0.000030177247,0.00001296403,0.000017716282,0.0000101455835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014819526,0.00042445754,0.00035053564,0.00041698152,0.0002941859,0.0003948458,0.0006578684,0.00067218114,0.001773671],"category_scores_gemma":[0.00047226483,0.00020017488,0.0003392793,0.0002689258,0.00083978195,0.00056248443,0.00063029694,0.00026931323,0.0001662124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007744521,0.00004473533,0.0017157967,0.00012927646,0.000020965988,0.0011966905,0.00017721757,0.918689,0.04648682,0.024195703,0.0002240225,0.007042441],"study_design_scores_gemma":[0.0000029179275,0.000030111914,0.0007350088,0.000004316956,0.000004602428,0.0000857511,0.000058291193,0.9963129,0.0011146666,0.0014515826,0.0001931946,0.0000066885414],"about_ca_topic_score_codex":0.0016835043,"about_ca_topic_score_gemma":0.0010101955,"teacher_disagreement_score":0.001773671,"about_ca_system_score_codex":0.0002593194,"about_ca_system_score_gemma":0.00024871362,"threshold_uncertainty_score":0.005933583},"labels":[],"label_agreement":null},{"id":"W4405282693","doi":"10.1002/nag.3911","title":"Cyclic Lateral Response of Large‐Diameter Monopiles in Soft Clays Using Bounding Surface‐Based Analytical p‐y Curves","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Pile; Hysteresis; Structural engineering; Finite element method; Stiffness; Rotation (mathematics); Spring (device); Nonlinear system; Displacement (psychology); Bending; Geotechnical engineering; Materials science; Engineering; Geometry; Mathematics; Physics","score_opus":0.04125983384552219,"score_gpt":0.39495977958026107,"score_spread":0.3536999457347389,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405282693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9701614,0.000061212864,0.028112905,0.000018420671,0.0000050668978,0.000015033884,0.000043329863,0.00016421234,0.0014184573],"genre_scores_gemma":[0.9971757,0.000026127767,0.0025309075,0.0000021928686,6.990126e-7,0.00000610487,0.000014457691,0.000005680372,0.0002380927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991167,0.000015678088,0.0000042095553,0.000012269662,0.000039698734,0.000016544427],"domain_scores_gemma":[0.9996921,0.0001513507,0.00005729699,0.00003554392,0.00004477572,0.000018861163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017085389,0.00029886173,0.00018287315,0.00044917432,0.0001428629,0.00024150664,0.00032468681,0.00033640667,0.0007990813],"category_scores_gemma":[0.00056289014,0.00017434641,0.00020012486,0.00028819812,0.00044187208,0.00022280203,0.0003424059,0.00015663203,0.00014423071],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029227283,0.00008508545,0.0089719705,0.00017773542,0.00002081191,0.00053805107,0.00031900732,0.62077343,0.33476892,0.00090815645,0.00020851854,0.0329361],"study_design_scores_gemma":[0.000004518997,0.00012176283,0.0052880063,0.000011746968,0.000005567634,0.000074612995,0.000108960085,0.9516276,0.042314142,0.00014426428,0.00027872375,0.00002005837],"about_ca_topic_score_codex":0.0018172157,"about_ca_topic_score_gemma":0.0019198579,"teacher_disagreement_score":0.0018172157,"about_ca_system_score_codex":0.00020980847,"about_ca_system_score_gemma":0.0002674984,"threshold_uncertainty_score":0.0036132932},"labels":[],"label_agreement":null},{"id":"W4405599973","doi":"10.1002/nag.3916","title":"A Dynamic Three‐Field Finite Element Model for Wave Propagation in Linear Elastic Porous Media","year":2024,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Acoustic Wave Phenomena Research","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Porous medium; Linear elasticity; Field (mathematics); Poromechanics; Mechanics; Geotechnical engineering; Materials science; Porosity; Structural engineering; Physics; Geology; Engineering; Mathematics","score_opus":0.04825873458787012,"score_gpt":0.3873626118429325,"score_spread":0.3391038772550624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405599973","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027267182,0.00015228354,0.9638014,0.00019618745,0.000038663406,0.00007675948,0.00018770786,0.00032452767,0.007955259],"genre_scores_gemma":[0.81340176,0.00046561,0.16433358,0.00016460336,0.000039898798,0.0007001793,0.00042307374,0.00015540535,0.020315953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997913,0.000052263025,0.000012186699,0.00003504727,0.000084829895,0.00002439285],"domain_scores_gemma":[0.9997198,0.00012422825,0.000039405644,0.000021272655,0.00007670886,0.000018521423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003522802,0.00058291864,0.0006180197,0.00061404577,0.0004918044,0.0008200325,0.0015330184,0.0016674751,0.0029398452],"category_scores_gemma":[0.0006335579,0.00049002125,0.00070005265,0.00041698094,0.0008375942,0.0006687552,0.00060051895,0.0007506623,0.00048682097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014226021,0.000027161625,0.00020578215,0.00002190969,0.000009124663,0.000047060606,0.000031175667,0.98792833,0.0028914574,0.005911038,0.00013596157,0.0027768328],"study_design_scores_gemma":[0.0000026317366,0.000008062759,0.00004677075,0.000003166489,0.0000022876113,0.000009306863,0.0000045993343,0.99862814,0.00034654912,0.0005107818,0.00043432956,0.0000033620706],"about_ca_topic_score_codex":0.008511275,"about_ca_topic_score_gemma":0.0046428903,"teacher_disagreement_score":0.008511275,"about_ca_system_score_codex":0.0007099799,"about_ca_system_score_gemma":0.00092636934,"threshold_uncertainty_score":0.016923487},"labels":[],"label_agreement":null},{"id":"W4409149471","doi":"10.1002/nag.3974","title":"A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Suction; Geotechnical engineering; Soil water; Soil mechanics; Computer science; Environmental science; Geology; Engineering; Soil science; Mechanical engineering","score_opus":0.04132533665377259,"score_gpt":0.3801987176488103,"score_spread":0.3388733809950377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409149471","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012133723,0.000079400765,0.9865015,0.000059173002,0.000009151509,0.000021271484,0.000037085923,0.00016705935,0.0009916633],"genre_scores_gemma":[0.86048114,0.00028695338,0.13654701,0.0000580679,0.00003178246,0.00023392282,0.00012593126,0.00005890847,0.0021763227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998109,0.000050878087,0.000008909184,0.000054016968,0.00005700467,0.00001838871],"domain_scores_gemma":[0.999663,0.00016312394,0.00005138923,0.000024568917,0.00007972736,0.000018232959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004998727,0.00059304223,0.00071388175,0.000718577,0.0002977466,0.00097476697,0.0012682213,0.0011616207,0.0012533076],"category_scores_gemma":[0.0011574124,0.00041466145,0.00058737193,0.00056572765,0.00077310123,0.0011317111,0.00073105353,0.00074673205,0.00021930652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005368733,0.000011805644,0.0001656928,0.000018433237,0.0000046917658,0.0000187451,0.000010269087,0.9914042,0.00091757154,0.0025198574,0.000053468768,0.004869889],"study_design_scores_gemma":[7.704445e-7,0.0000028804745,0.000024366052,0.0000012266958,7.350953e-7,0.0000017973366,0.0000016712839,0.99943143,0.000081922015,0.00040278502,0.00004920529,0.0000012036716],"about_ca_topic_score_codex":0.0076229596,"about_ca_topic_score_gemma":0.005418963,"teacher_disagreement_score":0.0076229596,"about_ca_system_score_codex":0.0007020948,"about_ca_system_score_gemma":0.0011386219,"threshold_uncertainty_score":0.015157163},"labels":[],"label_agreement":null},{"id":"W4409695803","doi":"10.1002/nag.3988","title":"Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Model Reduction and Neural Networks","field":"Physics and Astronomy","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Parameterized complexity; Volume (thermodynamics); Order (exchange); Geology; Mathematics; Petroleum engineering; Computer science; Applied mathematics; Geotechnical engineering; Algorithm; Physics; Thermodynamics; Economics","score_opus":0.03597679568067659,"score_gpt":0.39810799384548656,"score_spread":0.36213119816481,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409695803","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36475104,0.00032680988,0.62036055,0.00041922502,0.00004333396,0.0000797222,0.00037320936,0.0005694602,0.013076601],"genre_scores_gemma":[0.98599327,0.00008553493,0.009536976,0.00003630048,0.0000087609715,0.00007281358,0.00012613232,0.000053965243,0.0040861107],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999093,0.000026067824,0.0000034437742,0.000019796811,0.000025924082,0.000015564798],"domain_scores_gemma":[0.999828,0.00006272798,0.000034308923,0.000016904078,0.00003795045,0.000020129917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017645399,0.00037723078,0.00047375474,0.00030652527,0.0002570574,0.00052115147,0.00076080655,0.0007578488,0.0011416412],"category_scores_gemma":[0.00055561523,0.00026126552,0.00044604592,0.000247795,0.0005467489,0.00056768325,0.00047411595,0.00042865402,0.00014054764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001009723,0.0000096254025,0.00028470551,0.000008452335,0.0000046988284,0.00002430293,0.000014120427,0.99516773,0.0013902168,0.0019029485,0.00008785355,0.0010951997],"study_design_scores_gemma":[6.487588e-7,0.0000015470916,0.000021682901,2.6453105e-7,3.055794e-7,9.835431e-7,8.322407e-7,0.9997392,0.000055638655,0.0001545732,0.000023771236,6.230164e-7],"about_ca_topic_score_codex":0.007178921,"about_ca_topic_score_gemma":0.004356198,"teacher_disagreement_score":0.007178921,"about_ca_system_score_codex":0.0004899248,"about_ca_system_score_gemma":0.0005514845,"threshold_uncertainty_score":0.014274299},"labels":[],"label_agreement":null},{"id":"W4412202536","doi":"10.1002/nag.70011","title":"Progressive Failure Mechanism of Sensitive Clay Slopes: Insights From Stabilized Smoothed Particle Finite Element Analysis of the 2010 Saint‐Jude Landslide","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Landslide; Geotechnical engineering; Geology; Finite element method; Failure mechanism; Smoothed-particle hydrodynamics; Particle (ecology); Mechanism (biology); Mechanics; Structural engineering; Engineering; Physics","score_opus":0.014377604878024539,"score_gpt":0.33584867140089514,"score_spread":0.3214710665228706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412202536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.972899,0.0000827642,0.023467006,0.00008630765,0.000011701152,0.000021147333,0.00016259677,0.0001391621,0.003130231],"genre_scores_gemma":[0.9966846,0.000023778544,0.0024973243,0.000005937933,0.0000015728106,0.0000055238256,0.000061198625,0.000008144136,0.0007119573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999602,0.0000050115527,0.0000021817004,0.000007105179,0.000015864847,0.000009645613],"domain_scores_gemma":[0.9999089,0.000019152018,0.000015485199,0.000011728547,0.000034531575,0.000010080966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014333693,0.00035887395,0.0001985146,0.00052361196,0.0003791526,0.00043995932,0.00043817863,0.00051945756,0.0008831923],"category_scores_gemma":[0.00026326292,0.00016400896,0.00025377746,0.0002235668,0.00046350932,0.00012536166,0.00016984358,0.00020748487,0.00013219568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005476729,0.000068180714,0.02572853,0.000042749405,0.000026996162,0.0006122918,0.0002252472,0.9385683,0.019771589,0.0019748677,0.00054140977,0.012384995],"study_design_scores_gemma":[0.0000028840313,0.000010208975,0.0084933415,0.0000044631024,0.000003951308,0.000024641258,0.000053103187,0.9898113,0.0012553777,0.00011587701,0.0002186588,0.0000062579284],"about_ca_topic_score_codex":0.10201004,"about_ca_topic_score_gemma":0.100653864,"teacher_disagreement_score":0.10201004,"about_ca_system_score_codex":0.00063044444,"about_ca_system_score_gemma":0.000946441,"threshold_uncertainty_score":0.20283258},"labels":[],"label_agreement":null},{"id":"W4412893167","doi":"10.1002/nag.70028","title":"Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Consolidation (business); Pile; Geotechnical engineering; Geology; Numerical analysis; Parasitic drag; Materials science; Engineering; Mechanics; Mathematics; Physics","score_opus":0.013190434013966353,"score_gpt":0.3213703334363847,"score_spread":0.30817989942241836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412893167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96607655,0.00011168677,0.027620766,0.00007928998,0.000018195538,0.00003780634,0.00008673275,0.00014660342,0.005822273],"genre_scores_gemma":[0.99855655,0.000019999943,0.0010446672,0.0000030911285,0.0000011087712,0.0000059814897,0.000009793662,0.000003900505,0.00035496592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999105,0.000017941855,0.0000048284364,0.000012574254,0.000028100534,0.000025941252],"domain_scores_gemma":[0.9996866,0.00013010719,0.00008230178,0.000027854005,0.000040233357,0.000032877055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018144613,0.00024867756,0.0003172764,0.00042188182,0.00032446647,0.00037095623,0.00042464063,0.0005949524,0.0014215566],"category_scores_gemma":[0.00072935247,0.00016119436,0.0002705661,0.00041811136,0.00081971136,0.00030013753,0.0003518038,0.00026481162,0.00011166726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087818546,0.000052443702,0.00260975,0.000054303797,0.000011256885,0.00041740152,0.00008671021,0.9739429,0.016712507,0.0021057536,0.0001333617,0.0037857832],"study_design_scores_gemma":[0.0000056221375,0.000039466788,0.0011316626,0.0000046487876,0.0000026260866,0.000024872621,0.0000333845,0.99687105,0.001619194,0.00016115577,0.00009933822,0.00000683954],"about_ca_topic_score_codex":0.003982998,"about_ca_topic_score_gemma":0.0025176553,"teacher_disagreement_score":0.003982998,"about_ca_system_score_codex":0.00050205475,"about_ca_system_score_gemma":0.00045896493,"threshold_uncertainty_score":0.00791961},"labels":[],"label_agreement":null},{"id":"W4413165924","doi":"10.1002/nag.70044","title":"Thermo‐Hydro‐Mechanical Behavior of Saturated Porous Media Under Non‐Isothermal Flow With Fine Particle Migration","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"National Natural Science Foundation of China","keywords":"Porous medium; Materials science; Isothermal process; Porosity; Geotechnical engineering; Particle flow; Particle (ecology); Flow (mathematics); Mechanics; Composite material; Geology; Discrete element method; Thermodynamics; Physics","score_opus":0.01630610548767734,"score_gpt":0.3290544278752907,"score_spread":0.31274832238761335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413165924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99257505,0.000056203142,0.0063737724,0.000026333544,0.0000065535496,0.00000966415,0.00006354478,0.000051977324,0.00083695253],"genre_scores_gemma":[0.9994388,0.000016554894,0.0003498143,0.0000022678723,6.992286e-7,0.0000033715487,0.000013227025,0.000001468043,0.0001737434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999292,0.0000068979175,0.0000042549877,0.0000144202695,0.000026121324,0.000019067025],"domain_scores_gemma":[0.9998441,0.00005400851,0.000047688078,0.000014896514,0.000023160132,0.000016243692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014099934,0.00024771775,0.00017206548,0.00021668346,0.00019169615,0.00029939218,0.0002811489,0.0003143007,0.00037109063],"category_scores_gemma":[0.00037920105,0.0001382943,0.0002530116,0.00013426796,0.00045630176,0.0003243483,0.00026565447,0.00020216125,0.000049134014],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028699997,0.00016820786,0.010613761,0.00008086972,0.00002892599,0.0003591957,0.00012860734,0.61603713,0.36359304,0.0014922812,0.00013209939,0.007078918],"study_design_scores_gemma":[0.000005728531,0.0000672188,0.003295362,0.0000029364248,0.000003774337,0.000020696527,0.000021606038,0.9532388,0.043130323,0.00012883697,0.00007689121,0.000007829107],"about_ca_topic_score_codex":0.0042179306,"about_ca_topic_score_gemma":0.0020729997,"teacher_disagreement_score":0.0042179306,"about_ca_system_score_codex":0.00035622343,"about_ca_system_score_gemma":0.0002681843,"threshold_uncertainty_score":0.008386731},"labels":[],"label_agreement":null},{"id":"W4413472883","doi":"10.1002/nag.70052","title":"Settlement Analysis of a Large Pile Group Supporting an LNG Storage Tank","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"National Natural Science Foundation of China","keywords":"Pile; Settlement (finance); Forensic engineering; Group (periodic table); Geotechnical engineering; Engineering; Storage tank; Civil engineering; Petroleum engineering; Environmental science; Geology; Waste management; Computer science","score_opus":0.018430876709160236,"score_gpt":0.4114811058853782,"score_spread":0.39305022917621796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413472883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99327266,0.000008815366,0.005519286,0.000011637392,0.0000041750704,0.000010194551,0.00006324924,0.000078464094,0.0010316208],"genre_scores_gemma":[0.99848735,0.000005302958,0.0011293924,0.00000140775,6.200569e-7,0.0000031951067,0.000034008248,0.0000029354135,0.00033581333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989057,0.000012810807,0.0000045188426,0.000015877637,0.000048272428,0.000027888984],"domain_scores_gemma":[0.9997907,0.00006148702,0.000037948852,0.000019912535,0.000063353036,0.000026617192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020589313,0.00038883134,0.00027597576,0.00095603836,0.00046143716,0.0002469132,0.00043185975,0.0003923179,0.0022336992],"category_scores_gemma":[0.00031080274,0.00014228471,0.00030163236,0.00043522543,0.00042003894,0.00020100878,0.0003770318,0.00019257385,0.00026794657],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009579521,0.00023869316,0.04371836,0.00020217906,0.000052559542,0.004762302,0.00077168975,0.54592705,0.34451112,0.0017500619,0.0011137489,0.05599438],"study_design_scores_gemma":[0.000024477076,0.00040789993,0.048648898,0.000013325112,0.000031074018,0.00042074636,0.00080314785,0.9021372,0.046282254,0.00046458925,0.0007213398,0.000045063487],"about_ca_topic_score_codex":0.0032087744,"about_ca_topic_score_gemma":0.0040930505,"teacher_disagreement_score":0.0032087744,"about_ca_system_score_codex":0.00031966498,"about_ca_system_score_gemma":0.00029737529,"threshold_uncertainty_score":0.007472515},"labels":[],"label_agreement":null},{"id":"W4413948001","doi":"10.1002/nag.70054","title":"Numerical Modeling of the Recession and Closure of Planar Hydraulic Fractures: Contact‐Based Versus Asymptotic‐Informed Schemes","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Basic Energy Sciences; U.S. Department of Energy; Office of Science; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Science Foundation","keywords":"Closure (psychology); Recession; Planar; Geology; Geotechnical engineering; Mechanics; Mathematics; Computer science; Physics; Economics; Keynesian economics; Law; Political science","score_opus":0.023375322740049394,"score_gpt":0.3677832408425759,"score_spread":0.3444079181025265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413948001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5853104,0.00011121738,0.40619633,0.00017465607,0.000040260988,0.000080370715,0.00011845251,0.00038156015,0.007586783],"genre_scores_gemma":[0.9749774,0.000030027613,0.024218688,0.000016101498,0.0000054822567,0.000034861223,0.00004286834,0.00002397666,0.0006506317],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981326,0.000043234246,0.000011479033,0.000023244962,0.000076897166,0.0000320219],"domain_scores_gemma":[0.99904484,0.0005014226,0.00013499243,0.00012624387,0.00013417371,0.00005832346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005125292,0.00032279236,0.00051970273,0.00041317803,0.00028366476,0.00052951934,0.0011675523,0.0010612756,0.0012656263],"category_scores_gemma":[0.0027647244,0.00024152901,0.00042839444,0.00037976177,0.0009488812,0.0006697576,0.00090426364,0.00068701094,0.0000961301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042276228,0.000025192388,0.00079239474,0.000011433511,0.0000053629046,0.000024719217,0.000028917144,0.99130964,0.0013092619,0.0028396563,0.000056678226,0.0035543907],"study_design_scores_gemma":[0.000003473081,0.000007667155,0.00005551617,8.648613e-7,5.837903e-7,0.0000027594494,0.0000029428188,0.9994848,0.00019127295,0.00022361819,0.000025151672,0.0000013693395],"about_ca_topic_score_codex":0.007150334,"about_ca_topic_score_gemma":0.0042447303,"teacher_disagreement_score":0.007150334,"about_ca_system_score_codex":0.00064150564,"about_ca_system_score_gemma":0.00083694485,"threshold_uncertainty_score":0.014217377},"labels":[],"label_agreement":null},{"id":"W4414153541","doi":"10.1002/nag.70063","title":"Data‐Driven Detection of Internal Erosion Initiation in Gap‐Graded Soils: Combining Particle‐Scale CFD‐DEM Simulation With 3D Convolutional Autoencoder","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Australian Research Council; China Scholarship Council","keywords":"Autoencoder; Microscale chemistry; Erosion; Convolutional neural network; Internal erosion; Pattern recognition (psychology); Identification (biology); Particle (ecology)","score_opus":0.04583057817432743,"score_gpt":0.3702620127604602,"score_spread":0.32443143458613277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414153541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58076686,0.00017198821,0.4149835,0.00032444074,0.00007748487,0.000038260394,0.00018174431,0.0013020212,0.0021537857],"genre_scores_gemma":[0.97646445,0.000038799415,0.02292406,0.00002911948,0.0000059859112,0.000017035403,0.000091059796,0.000020833888,0.00040873096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999435,0.000009133403,0.0000028520608,0.000015947255,0.000016889757,0.000011666725],"domain_scores_gemma":[0.9997576,0.000118034564,0.000029584524,0.00002046481,0.000053206,0.000021198506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002562995,0.00042511473,0.00029206646,0.00030736072,0.00013415393,0.00036332535,0.0004947315,0.00050913927,0.00049932295],"category_scores_gemma":[0.0008548488,0.00027568647,0.00035891606,0.00019629847,0.000326149,0.0003168665,0.00037758157,0.0005093395,0.000093939816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033946642,0.000033864515,0.0020992323,0.00001464622,0.000018269351,0.000036026657,0.000017173881,0.9818256,0.0038238557,0.00038158178,0.00016498337,0.0115508605],"study_design_scores_gemma":[5.050195e-7,0.000001720726,0.000088879664,3.6384625e-7,5.7377196e-7,8.8324515e-7,7.597424e-7,0.9995652,0.00028539606,0.00004131826,0.000013739936,6.289092e-7],"about_ca_topic_score_codex":0.010599492,"about_ca_topic_score_gemma":0.008110223,"teacher_disagreement_score":0.010599492,"about_ca_system_score_codex":0.00051816565,"about_ca_system_score_gemma":0.00061289535,"threshold_uncertainty_score":0.021075606},"labels":[],"label_agreement":null},{"id":"W4414330966","doi":"10.1002/nag.70085","title":"Using H‐Convergence to Calculate the Numerical Errors for 1D Unsaturated Seepage in Transient Conditions","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Discretization; Convergence (economics); Transient (computer programming); Numerical analysis; Computer simulation; Suction; Infiltration (HVAC); Finite element method","score_opus":0.04413098413267351,"score_gpt":0.4076091000607871,"score_spread":0.3634781159281136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414330966","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32676664,0.00023010795,0.6654051,0.0002233646,0.0000860013,0.00013223583,0.00015925438,0.0010746786,0.005922661],"genre_scores_gemma":[0.8465289,0.00007421479,0.15159212,0.000048188278,0.000009327542,0.000100490775,0.00008914781,0.00019860282,0.0013589667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995152,0.00018461919,0.00004138647,0.000037449085,0.0001613727,0.000060119295],"domain_scores_gemma":[0.99374604,0.004690932,0.000318734,0.00029320954,0.0008711269,0.00007987882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022544554,0.0005088807,0.00036489416,0.0008103897,0.00032886225,0.0005857674,0.00063784624,0.00079429505,0.0013753662],"category_scores_gemma":[0.007903559,0.00020286215,0.00038430342,0.00039095106,0.0008248326,0.00047694417,0.0007528469,0.00070896634,0.00022236885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009079086,0.00007495688,0.0039752964,0.000087814595,0.000021238733,0.00008817973,0.00012951661,0.9601508,0.008466643,0.004110629,0.00026726304,0.02253681],"study_design_scores_gemma":[0.0000028178542,0.000015667509,0.0002376148,0.000006042771,8.7274157e-7,0.0000054812244,0.000010690948,0.9964753,0.0028876245,0.00024479258,0.000109777975,0.0000033293438],"about_ca_topic_score_codex":0.008466496,"about_ca_topic_score_gemma":0.004830043,"teacher_disagreement_score":0.008466496,"about_ca_system_score_codex":0.00056848244,"about_ca_system_score_gemma":0.00093969674,"threshold_uncertainty_score":0.016834378},"labels":[],"label_agreement":null},{"id":"W4414608355","doi":"10.1002/nag.70093","title":"Torsional Vibration of a Pipe Pile in Arbitrary Layered Saturated Soil Based on the Additional Mass Model","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China; Department of Transportation of Zhejiang Province","keywords":"Pile; Poromechanics; Torsional vibration; Vibration; Laplace transform; Stiffness; Parametric statistics; Electrical impedance","score_opus":0.01613578314994355,"score_gpt":0.3101563176279179,"score_spread":0.2940205344779743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414608355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7707789,0.0001398442,0.22439371,0.00005555916,0.000024490286,0.000019437442,0.00007128293,0.00017185487,0.004344801],"genre_scores_gemma":[0.99787676,0.000038517566,0.0013817127,0.0000038966896,0.0000020679713,0.000004745268,0.000012167005,0.0000041740723,0.0006759425],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999157,0.00001928911,0.0000029262485,0.000015639354,0.0000311188,0.000015302237],"domain_scores_gemma":[0.9998828,0.00004277079,0.000029747918,0.000015141156,0.000017756805,0.000011721913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010805708,0.00041017134,0.00025564837,0.00024165682,0.000109859284,0.00024814066,0.000391462,0.00040063457,0.0008108821],"category_scores_gemma":[0.0003293159,0.0001695478,0.000306966,0.00017769108,0.0005179733,0.0004361986,0.00045855562,0.00020659517,0.0001333704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015243387,0.00003985739,0.0038478244,0.000104194034,0.00003416109,0.0008769279,0.00015988742,0.893435,0.08729645,0.004438244,0.00018972151,0.009425274],"study_design_scores_gemma":[0.000002750861,0.000035774592,0.0012220147,0.000003836533,0.0000053965523,0.000049027552,0.000024907755,0.9968731,0.0014184949,0.000256899,0.00010187705,0.000006061954],"about_ca_topic_score_codex":0.0018309427,"about_ca_topic_score_gemma":0.0013409352,"teacher_disagreement_score":0.0018309427,"about_ca_system_score_codex":0.00017757168,"about_ca_system_score_gemma":0.00021526814,"threshold_uncertainty_score":0.0036405325},"labels":[],"label_agreement":null},{"id":"W4414703193","doi":"10.1002/nag.70087","title":"Importance of Spatial Variability in Probabilistic Stability Analysis of Relatively Steep Undrained Slopes with a Foundation Layer","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"US-UK Fulbright Commission","keywords":"Foundation (evidence); Slope stability; Spatial variability; Context (archaeology); Stability (learning theory); Spatial correlation; Probabilistic logic; Slope failure","score_opus":0.02270441216934633,"score_gpt":0.342057027783757,"score_spread":0.3193526156144107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414703193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95875555,0.000096584285,0.040311515,0.00005059972,0.0000049965233,0.000006782879,0.000051901814,0.000048314647,0.0006736635],"genre_scores_gemma":[0.99960405,0.000011556775,0.00033200037,0.000001641156,0.0000018689827,0.0000012355059,0.000009786496,0.0000028749832,0.000035031884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959964,0.00015222053,0.000022599124,0.000077182085,0.00008262074,0.00006577488],"domain_scores_gemma":[0.9966221,0.0017960557,0.0009803065,0.00026221355,0.00021825386,0.000121160025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011443518,0.0003327781,0.00039314845,0.00064018305,0.000348758,0.0008450904,0.000497024,0.0004093284,0.00031436243],"category_scores_gemma":[0.0041966666,0.0003138375,0.00060283195,0.0004481054,0.00086535455,0.00060065516,0.0007654841,0.000471337,0.00004299662],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004853615,0.000013500927,0.03001087,0.000014895983,0.000060459544,0.0003505369,0.000041745356,0.9626965,0.00313461,0.0015308697,0.000036926787,0.0020604949],"study_design_scores_gemma":[0.000002515994,0.000027890968,0.018746419,0.0000054634766,0.000017653381,0.00006993904,0.00003055087,0.9789733,0.0008895594,0.0011736216,0.00005076744,0.000012239632],"about_ca_topic_score_codex":0.005014137,"about_ca_topic_score_gemma":0.0030015265,"teacher_disagreement_score":0.005014137,"about_ca_system_score_codex":0.000407002,"about_ca_system_score_gemma":0.00046745548,"threshold_uncertainty_score":0.00996995},"labels":[],"label_agreement":null},{"id":"W4415543526","doi":"10.1002/nag.70121","title":"Finite Difference Method‐Based Wellbore Stability Evaluation of Actual Horizontal Trajectories in Interbedded Coal","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Natural Science Foundation of China","keywords":"Drilling; Wellbore; Instability; Stress (linguistics); Drilling fluid; Coal; Lithology; Fracturing fluid; Finite difference; Well drilling","score_opus":0.061566355243591796,"score_gpt":0.4075326294341759,"score_spread":0.3459662741905841,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415543526","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9478594,0.00007240156,0.0503535,0.000040994168,0.000013120692,0.000022934737,0.00015580919,0.00021056407,0.0012713446],"genre_scores_gemma":[0.9955363,0.000015644044,0.004117436,0.0000026880346,6.866549e-7,0.000008652185,0.00005350628,0.0000058668465,0.00025919822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999411,0.000013306213,0.0000050733506,0.000013988666,0.000017842736,0.000008532348],"domain_scores_gemma":[0.99972314,0.0001247778,0.000044332068,0.00002729147,0.00006107909,0.000019349782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024597146,0.0003194828,0.00022490625,0.0004195439,0.0002214751,0.00040320202,0.00038129155,0.0005422258,0.0008404949],"category_scores_gemma":[0.0006079319,0.00018143833,0.00030834306,0.00022072817,0.00027112852,0.00030867866,0.00022205508,0.00023490234,0.000082779516],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007038572,0.000054677108,0.008306384,0.000036831134,0.000010845572,0.00008904865,0.00005530659,0.97461355,0.009265001,0.000351883,0.00007914427,0.0070669805],"study_design_scores_gemma":[0.0000014371832,0.000014497066,0.00082009926,0.0000018729716,0.0000010939876,0.0000032655764,0.000011753737,0.99832314,0.0007561275,0.00003232927,0.000031866108,0.0000025533654],"about_ca_topic_score_codex":0.011599964,"about_ca_topic_score_gemma":0.008686577,"teacher_disagreement_score":0.011599964,"about_ca_system_score_codex":0.0004377179,"about_ca_system_score_gemma":0.00038590425,"threshold_uncertainty_score":0.023064852},"labels":[],"label_agreement":null},{"id":"W4415989375","doi":"10.1002/nag.70137","title":"Micromechanical Insights Into Cone Penetration Testing in Granular Soils Using Discrete Element Modeling","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Klohn Crippen Berger (Canada); Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discrete element method; Granular material; Cone penetration test; Parametric statistics; Penetration test; Penetration (warfare); Dilatant; Overburden pressure; Overburden","score_opus":0.03667661991999095,"score_gpt":0.3603892086338953,"score_spread":0.32371258871390435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415989375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7538747,0.00016647288,0.24062869,0.00017865129,0.000024144827,0.000098392076,0.00031089722,0.00043827482,0.0042798016],"genre_scores_gemma":[0.9800347,0.000065539134,0.019337108,0.000016640475,0.0000029214232,0.00003240279,0.000060330574,0.000021917927,0.00042855224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998549,0.000032848584,0.00000909489,0.000022326418,0.00006353021,0.000017328404],"domain_scores_gemma":[0.999438,0.00037202792,0.000056806522,0.000054321285,0.000056898527,0.000021896229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036072294,0.00034962886,0.00033985556,0.00042887186,0.00020412274,0.00065204984,0.00051573175,0.00067937816,0.0009154634],"category_scores_gemma":[0.0010495401,0.00028355958,0.00027996878,0.00030171146,0.00045255022,0.00041585098,0.00034770247,0.00040270897,0.00013210734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052515195,0.00009131802,0.0048319674,0.00008114467,0.000011345689,0.00014889575,0.00014978774,0.94894177,0.033781055,0.0014854785,0.000106631334,0.010318105],"study_design_scores_gemma":[0.0000017596474,0.0000093544895,0.00039374147,0.0000029268124,8.0085675e-7,0.000007016928,0.000013890285,0.99823123,0.0010793775,0.00017691142,0.00007993688,0.000003151279],"about_ca_topic_score_codex":0.005394444,"about_ca_topic_score_gemma":0.005338719,"teacher_disagreement_score":0.005394444,"about_ca_system_score_codex":0.0004030462,"about_ca_system_score_gemma":0.0004598316,"threshold_uncertainty_score":0.010726094},"labels":[],"label_agreement":null},{"id":"W4416408854","doi":"10.1002/nag.70155","title":"Model‐Free Data‐Driven Computational Analysis for Soil Consolidation Problems","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Model Reduction and Neural Networks","field":"Physics and Astronomy","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China; New Brunswick Innovation Foundation","keywords":"Solver; Consolidation (business); Finite element method; Constitutive equation; Lagrange multiplier; Quadratic equation; Porous medium; Quadrature (astronomy); Material point method","score_opus":0.08696320804121387,"score_gpt":0.43246210974525967,"score_spread":0.3454989017040458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416408854","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03350345,0.00016912085,0.96361625,0.00019899523,0.00002853762,0.00007111089,0.00011765377,0.00022965122,0.0020652416],"genre_scores_gemma":[0.6708335,0.00025235343,0.32397896,0.00011776771,0.000037608635,0.0005685869,0.0005784523,0.00024979142,0.0033829317],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997614,0.00006905523,0.000013712235,0.000030794796,0.000100894285,0.000024117326],"domain_scores_gemma":[0.99905616,0.00056833285,0.00008574252,0.0000773942,0.00017363284,0.00003871687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066275964,0.0006039379,0.0007173208,0.00044960933,0.0003351395,0.0008942479,0.0010849424,0.0010592998,0.0017708518],"category_scores_gemma":[0.0019127293,0.00047555138,0.00073847856,0.00038637174,0.0009873116,0.0005720472,0.0013368968,0.001119869,0.00025855433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001902957,0.000023899927,0.00024436164,0.0000526459,0.000008152754,0.000030185012,0.00002429909,0.98748,0.0016097021,0.0051918705,0.00018374455,0.0051322444],"study_design_scores_gemma":[0.0000016451411,0.0000026979296,0.000018499437,0.0000016318902,4.2345275e-7,0.0000020520872,0.0000019159613,0.99890184,0.0002089221,0.0007233936,0.0001359971,9.3598766e-7],"about_ca_topic_score_codex":0.003920462,"about_ca_topic_score_gemma":0.0028302586,"teacher_disagreement_score":0.003920462,"about_ca_system_score_codex":0.0005678526,"about_ca_system_score_gemma":0.0010521199,"threshold_uncertainty_score":0.0077952743},"labels":[],"label_agreement":null},{"id":"W4416594682","doi":"10.1002/nag.70170","title":"Bayesian Neural Network Prediction and Uncertainty Analysis of Bio‐Cemented Soil Strength","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Key Research and Development Program of Zhejiang Province; National Key Research and Development Program of China; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Soil water; Artificial neural network; Uncertainty analysis; Uncertainty quantification; Bayesian probability; Bayesian network; Precipitation; Spatial variability","score_opus":0.01485016822169241,"score_gpt":0.355156028302255,"score_spread":0.3403058600805626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416594682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65817696,0.00048884103,0.3378748,0.00041372108,0.00003272352,0.000050246337,0.000609773,0.0002339373,0.002119044],"genre_scores_gemma":[0.99073154,0.00008141222,0.008485929,0.000023644927,0.000008397157,0.00003090743,0.00024638508,0.000007462057,0.00038444437],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99964607,0.00012860961,0.000022013444,0.00009228361,0.000073419375,0.00003761887],"domain_scores_gemma":[0.9977223,0.0016574792,0.00023563988,0.000064320484,0.00027822074,0.000042073003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017293781,0.00060090394,0.00046773738,0.0007962662,0.00018957202,0.00051659177,0.00071904634,0.00071691663,0.0007568092],"category_scores_gemma":[0.0041179606,0.00034630444,0.00050359353,0.000423385,0.0003619177,0.000618472,0.00044764197,0.0006666477,0.00011853497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033663226,0.000027524373,0.003701703,0.000017267517,0.000023995994,0.000015002767,0.000008376842,0.9875009,0.00044390408,0.0004965941,0.00009514451,0.007635903],"study_design_scores_gemma":[8.6030957e-7,0.000004091446,0.00048624372,0.000001646586,0.0000018639003,0.0000014701055,0.0000010224519,0.999132,0.00010853937,0.00024358579,0.000017139782,0.0000015927436],"about_ca_topic_score_codex":0.010812413,"about_ca_topic_score_gemma":0.008017115,"teacher_disagreement_score":0.010812413,"about_ca_system_score_codex":0.00089999894,"about_ca_system_score_gemma":0.00055944157,"threshold_uncertainty_score":0.021498919},"labels":[],"label_agreement":null},{"id":"W4416814825","doi":"10.1002/nag.70176","title":"Time‐Dependent Failure of Rock: Insights From Grain‐Scale Stress Corrosion Simulation","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province; State Key Laboratory of Safety and Health for Metal Mines","keywords":"Granule (geology); Corrosion; Granular material; Grain boundary; Microstructure; Overburden pressure; Stress (linguistics); Grain size","score_opus":0.016122246558616854,"score_gpt":0.3388472900095018,"score_spread":0.32272504345088493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416814825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95199144,0.00028133066,0.042525366,0.00016198333,0.000017111128,0.000033910805,0.00020269962,0.00022802001,0.0045582177],"genre_scores_gemma":[0.99749005,0.00011091473,0.0019448041,0.0000101891055,0.000003241043,0.00001107782,0.00005099774,0.000019385305,0.0003593089],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991155,0.000019588397,0.000005025216,0.000013700359,0.00003101657,0.00001919674],"domain_scores_gemma":[0.99970144,0.00011839274,0.00006946423,0.000038969396,0.000050007162,0.000021657406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002183276,0.00038373342,0.0004365784,0.0004674401,0.00020060611,0.00036708108,0.0005311141,0.0009014618,0.00085511815],"category_scores_gemma":[0.0007118806,0.00022386413,0.00051290845,0.000279626,0.00043889825,0.00035601904,0.0003203496,0.00035808893,0.00013681974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023574186,0.00003623808,0.0029100797,0.000037251022,0.000014714972,0.00015260353,0.000039134015,0.98507035,0.008286655,0.0011268887,0.00009050225,0.002212042],"study_design_scores_gemma":[0.0000015924489,0.0000091949005,0.0006256935,0.0000012526028,0.0000017156715,0.0000097330385,0.0000060073294,0.9987814,0.00037256008,0.00013695653,0.00005155258,0.0000024118983],"about_ca_topic_score_codex":0.010358294,"about_ca_topic_score_gemma":0.004144716,"teacher_disagreement_score":0.010358294,"about_ca_system_score_codex":0.00046914414,"about_ca_system_score_gemma":0.00034409048,"threshold_uncertainty_score":0.020596027},"labels":[],"label_agreement":null},{"id":"W7117104398","doi":"10.1002/nag.70217","title":"Experimental and Numerical Investigation of the Effect of Rock Mass Behavior and Stratum Orientations on Horseshoe‐Shaped Tunnel Stability","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Rock mass classification; Stratum; Bedding; Geological Strength Index; Bed; Magnetic dip; Excavation; Joint (building); Wedge (geometry); Finite element method","score_opus":0.0268762683775957,"score_gpt":0.36236095284238556,"score_spread":0.33548468446478985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117104398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99829704,0.000019484723,0.0013685827,0.000003962837,0.0000042950646,0.0000063115062,0.0000375895,0.000020458057,0.00024230509],"genre_scores_gemma":[0.99870944,0.000014594498,0.001053987,0.0000013340368,7.3087125e-7,0.0000063887433,0.000022783015,0.0000024631363,0.00018831909],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977773,0.000022167364,0.000018865981,0.00004181292,0.00008279274,0.00005662081],"domain_scores_gemma":[0.99932504,0.00017142382,0.000116914496,0.00013871076,0.00017547965,0.00007249078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004649404,0.00027514924,0.00024404842,0.00032248753,0.00028666572,0.00024813734,0.0003110746,0.00035238083,0.0018214908],"category_scores_gemma":[0.00083776546,0.0001663367,0.00017692488,0.00017700571,0.0004715594,0.00021666879,0.00031594315,0.00022643976,0.00015006661],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040609558,0.00026734162,0.009332176,0.00009815327,0.0000114510485,0.00027199197,0.00028816707,0.01847061,0.9626182,0.00037718797,0.000100482066,0.0077580907],"study_design_scores_gemma":[0.000039160546,0.0030338962,0.042827312,0.00003532298,0.000035324934,0.0002076617,0.0006329218,0.13790464,0.8140741,0.0002201501,0.00093586417,0.00005354486],"about_ca_topic_score_codex":0.00056431635,"about_ca_topic_score_gemma":0.0009676781,"teacher_disagreement_score":0.0018214908,"about_ca_system_score_codex":0.00010954076,"about_ca_system_score_gemma":0.00015170473,"threshold_uncertainty_score":0.006093502},"labels":[],"label_agreement":null}]}