{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":34,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":34,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"55bbaed58745","filters":{"venue":"46th U.S. Rock Mechanics/Geomechanics Symposium"}},"results":[{"id":"W2313405125","doi":"","title":"Creep Behavior of Barnett, Haynesville, And Marcellus Shale","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Geology; Oil shale; Creep; Geotechnical engineering; Forensic engineering; Petroleum engineering; Engineering; Paleontology; Materials science; Metallurgy","authors":[{"name":"Yawei Li","is_ca":true},{"name":"Ahmad Ghassemi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008267220283677868,"gpt":0.202942589113032,"spread":0.1946753688293541,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005579075,0.0005623132,0.0007547233,0.0004097046,0.0002023649,0.00005426243,0.0004941622,0.0004440623,0.0003719547],"category_scores_gemma":[0.00003826349,0.0005539773,0.0002820122,0.0005330861,0.00001072693,0.0003576725,0.0003225781,0.0005155268,0.0001017813],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001231936,"about_ca_system_score_gemma":0.00003122359,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001072859,"about_ca_topic_score_gemma":0.00002986137,"domain_scores_codex":[0.9971173,0.0000767884,0.0007213866,0.0004709678,0.0005504623,0.001063032],"domain_scores_gemma":[0.9982341,0.00009154288,0.0001629915,0.0008331694,0.0001094689,0.0005687533],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001386364,0.001363873,0.001015346,0.002516224,0.001609685,0.0001032256,0.003400185,0.4128141,0.5487922,0.01309626,0.004433222,0.01071704],"study_design_scores_gemma":[0.001375564,0.0002881018,0.00009188966,0.000187314,0.0009545549,0.0001724963,0.0004915467,0.8030012,0.1709543,0.001208086,0.01967628,0.001598685],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1675116,0.01461159,0.8039315,0.0003939684,0.004334319,0.001514291,0.0002586601,0.001544742,0.005899244],"genre_scores_gemma":[0.996032,0.00173774,0.0005381879,0.00006540626,0.0003134455,0.0001017565,0.00005360353,0.0001603158,0.0009975624],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8285204,"threshold_uncertainty_score":0.9996912,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2729394779","doi":"","title":"Initiation And Propagation of Secondary Cracks In Thermo-Poroelastic Media","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Material Properties and Failure Mechanisms","field":"Materials Science","cited_by":27,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Poromechanics; Geology; Materials science; Porous medium; Composite material; Porosity","authors":[{"name":"D. Tran","is_ca":false},{"name":"A. Settari","is_ca":true},{"name":"Long D. Nghiem","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01238183484362837,"gpt":0.2076965814518821,"spread":0.1953147466082537,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001550332,0.0004168628,0.0005865977,0.0002952564,0.0001769593,0.00009060095,0.000365601,0.0003410551,0.001214822],"category_scores_gemma":[0.0001727436,0.0003751972,0.00007591354,0.0003331238,0.00001361599,0.0009102855,0.0003715435,0.0002834802,0.0001255844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001345255,"about_ca_system_score_gemma":0.0001261503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000082006,"about_ca_topic_score_gemma":0.00005564925,"domain_scores_codex":[0.9969196,0.0002527883,0.0009264781,0.0005513763,0.0005375016,0.0008122509],"domain_scores_gemma":[0.998473,0.0001268136,0.0005009167,0.0004767983,0.0001727966,0.0002496054],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001229211,0.0001588136,0.00002071605,0.0002490217,0.000009535604,0.000002881625,0.001603716,0.0001910913,0.9473354,0.04956534,0.00002800565,0.000712555],"study_design_scores_gemma":[0.001370635,0.0004493672,0.00005797128,0.0002380109,0.00007720936,0.00005795827,0.000820098,0.02457751,0.9487352,0.02245075,0.0004834324,0.0006818103],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7137709,0.001049051,0.275021,0.0004436167,0.006654968,0.00177654,0.00023077,0.0002882165,0.0007648764],"genre_scores_gemma":[0.9981704,0.0002131213,0.0008256728,0.0001709426,0.0003212366,0.0001066544,0.00005878036,0.00007696178,0.00005624656],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2843995,"threshold_uncertainty_score":0.99987,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2601785014","doi":"","title":"Effect of Grain Scale Geometric Heterogeneity On Tensile Stress Generation In Rock Loaded In Compression","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Centre for Excellence in Mining Innovation","funders":"","keywords":"Compression (physics); Stress (linguistics); Ultimate tensile strength; Scale (ratio); Materials science; Geotechnical engineering; Geology; Metallurgy; Composite material; Geography","authors":[{"name":"R. P. Bewick","is_ca":true},{"name":"Benoît Valley","is_ca":true},{"name":"Peter K. Kaiser","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01468142798341119,"gpt":0.2345011067875766,"spread":0.2198196788041654,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001558305,0.0007910079,0.00109627,0.001633602,0.0001579535,0.00005210556,0.0005603391,0.0006450602,0.00004335348],"category_scores_gemma":[0.00009627406,0.0007969293,0.0002640293,0.001655514,0.00000232889,0.0004549501,0.0003052675,0.000820564,0.00005521458],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005056251,"about_ca_system_score_gemma":0.00003799051,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008901243,"about_ca_topic_score_gemma":0.000143069,"domain_scores_codex":[0.9955282,0.0003470443,0.001217178,0.0007517376,0.0007820753,0.001373778],"domain_scores_gemma":[0.9981926,0.0001818319,0.0002626436,0.0008810825,0.0001152334,0.0003666006],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008657287,0.0002356816,0.00008950668,0.0002777042,0.00002845436,0.000005779026,0.0001945941,0.5679062,0.4293326,0.0006184573,0.00007484714,0.001149623],"study_design_scores_gemma":[0.001099993,0.0003651087,0.000005546311,0.0002062328,0.00002974853,0.000007516131,0.00003268252,0.5169198,0.4807227,0.0001508796,0.00005848249,0.0004013414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7138625,0.001340924,0.2807468,0.00002424004,0.002366196,0.001219492,0.0001051186,0.0002345652,0.0001000645],"genre_scores_gemma":[0.9982744,0.00057066,0.0002070543,0.0000598175,0.0002912385,0.0001971691,0.0001836145,0.000187459,0.0000286142],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2844118,"threshold_uncertainty_score":0.9994482,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2737642985","doi":"","title":"The Role of Natural Vibrations In Penetration Mechanism of a Single PDC Cutter","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced machining processes and optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Mechanism (biology); Vibration; Penetration (warfare); Natural (archaeology); Acoustics; Geology; Computer science; Engineering; Physics; Operations research","authors":[{"name":"Hossein Khorshidian","is_ca":true},{"name":"Mohammad Reza Mozaffari","is_ca":true},{"name":"Stephen Butt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005790607662359756,"gpt":0.2009969929489391,"spread":0.1952063852865793,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003661478,0.0002938105,0.0003292809,0.0002157014,0.0001619617,0.00003525038,0.00033749,0.0001947445,0.00002373232],"category_scores_gemma":[0.00005503089,0.000265622,0.0001043471,0.000591562,0.000005563943,0.0006184931,0.0001080119,0.0003014469,0.000008168435],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001196863,"about_ca_system_score_gemma":0.00004008445,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001518395,"about_ca_topic_score_gemma":0.00007576706,"domain_scores_codex":[0.9981418,0.00005106168,0.0006914357,0.0002316872,0.0003386041,0.0005454029],"domain_scores_gemma":[0.9989766,0.0001202802,0.0002523694,0.0003998151,0.0001563202,0.00009464336],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003119016,0.0001178239,0.00001223669,0.00009957694,0.00003845548,3.455955e-7,0.0008583035,0.2666179,0.5197966,0.2108774,0.00001412763,0.001536031],"study_design_scores_gemma":[0.0002916169,0.00009726128,0.000001971557,0.0000602122,0.00003201358,0.000006895988,0.0003953816,0.6528105,0.3180174,0.02754494,0.0005086226,0.000233191],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004038752,0.002668323,0.9904285,0.00009300276,0.001401856,0.0004962982,0.00002985847,0.0001699759,0.0006734065],"genre_scores_gemma":[0.9959434,0.0007690666,0.002904366,0.00003223894,0.0001052933,0.00006484566,0.00004873801,0.00007842323,0.00005365863],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9919046,"threshold_uncertainty_score":0.9999796,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W990920689","doi":"","title":"Application of the Distinct-element Method to Investigate the Influence of Natural Fractures And In-situ Stresses On Hydrofrac Propagation","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":12,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"In situ; Natural (archaeology); Element (criminal law); Geology; Structural engineering; Engineering; Physics","authors":[{"name":"N. Zangeneh","is_ca":true},{"name":"Erik Eberhardt","is_ca":true},{"name":"R.M. Bustin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008047131765504346,"gpt":0.234704000788744,"spread":0.2266568690232397,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009941324,0.0002141394,0.0002404577,0.0001471154,0.0001874396,0.00002431196,0.0004848831,0.00009376642,0.00001581031],"category_scores_gemma":[0.0001287961,0.0001298948,0.00005531243,0.0005009567,0.00001818624,0.0002356969,0.0001112653,0.0002969231,0.000008652215],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002093473,"about_ca_system_score_gemma":0.00004691778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001281545,"about_ca_topic_score_gemma":0.0001467858,"domain_scores_codex":[0.9982628,0.0002317243,0.0004223144,0.0002980157,0.0004501554,0.0003350204],"domain_scores_gemma":[0.9987674,0.0002262389,0.0003587881,0.0004469187,0.00009483733,0.0001058389],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000439173,0.0003008327,0.02309425,0.0005001329,0.00009844687,0.000001350136,0.004489997,0.1947772,0.6587429,0.02470465,0.001005687,0.09184533],"study_design_scores_gemma":[0.0002393841,0.000226835,0.009493692,0.0001896451,0.00004659754,0.000008171931,0.0002864173,0.2154137,0.7597413,0.01171155,0.002370368,0.000272341],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8478451,0.000572711,0.1456288,0.003354865,0.0005091571,0.001675753,0.00009132774,0.00008237268,0.0002399353],"genre_scores_gemma":[0.9971847,0.00006414538,0.001181443,0.001447521,0.00004621692,0.00002134708,0.00002391066,0.000008722788,0.00002201512],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1493396,"threshold_uncertainty_score":0.5296956,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2474234847","doi":"","title":"Formalized Approaches to Defining Damage Thresholds In Brittle Rock:Granite And Limestone","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Natural Resources Canada; Queen's University","funders":"","keywords":"Geology; Brittleness; Mining engineering","authors":[{"name":"Ehsan Ghazvinian","is_ca":true},{"name":"Matthew A. Perras","is_ca":true},{"name":"Mark S. Diederichs","is_ca":true},{"name":"D. Labrie","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02499215610477599,"gpt":0.201103246560767,"spread":0.176111090455991,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001051143,0.0008402308,0.0009294697,0.0006376232,0.0002179752,0.0001328383,0.0006303734,0.0006373298,0.00007321415],"category_scores_gemma":[0.00009952321,0.0009135652,0.0001995471,0.001288667,0.000004754168,0.0007524907,0.0007171569,0.001015634,0.0002885763],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002268971,"about_ca_system_score_gemma":0.00003229833,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004657091,"about_ca_topic_score_gemma":0.00005711483,"domain_scores_codex":[0.9957234,0.00006434567,0.0009419449,0.0007410909,0.0005378082,0.001991423],"domain_scores_gemma":[0.9980224,0.0001483624,0.00009826481,0.0007954292,0.00005049984,0.0008850016],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009236838,0.0002944254,0.00005752595,0.0005571201,0.0001277184,0.00002947345,0.001158546,0.8065055,0.09881268,0.08778618,0.0002336555,0.004344817],"study_design_scores_gemma":[0.001881408,0.0003383427,0.00002771124,0.0003141675,0.0001124299,0.0001782107,0.0003289753,0.9591257,0.01795419,0.007228801,0.01064276,0.00186731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03953169,0.002614363,0.9525622,0.0004723459,0.001458285,0.001163438,0.0000839389,0.0013745,0.0007392708],"genre_scores_gemma":[0.994298,0.0005064751,0.003932876,0.0003259637,0.0001990474,0.0002990643,0.00005892112,0.0002462225,0.0001334163],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9547663,"threshold_uncertainty_score":0.9993315,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2555864103","doi":"","title":"Effect of Rockfall Shape On Normal Coefficient of Restitution","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; Rocscience (Canada)","funders":"","keywords":"Restitution; Rockfall; Coefficient of restitution; Mathematics; Geology; Physics; Mechanics; Law; Geomorphology; Political science; Landslide","authors":[{"name":"S. Vijayakumar","is_ca":true},{"name":"Thamer Yacoub","is_ca":true},{"name":"M. Ranjram","is_ca":true},{"name":"J.H. Curran","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0060989670888377,"gpt":0.2151648192387438,"spread":0.2090658521499061,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001445968,0.000441638,0.0005928415,0.0001603174,0.0002257318,0.00001620211,0.0005533415,0.0004187748,0.00106327],"category_scores_gemma":[0.00008662866,0.0003451711,0.0002807458,0.0006099599,0.00002112907,0.0002832321,0.0005398141,0.0004098768,0.0004637985],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002752785,"about_ca_system_score_gemma":0.00003194357,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009853271,"about_ca_topic_score_gemma":0.000009235725,"domain_scores_codex":[0.9967447,0.0002178197,0.0007148357,0.0005017166,0.0009585845,0.0008623574],"domain_scores_gemma":[0.9983043,0.0001572239,0.0004778813,0.0006824876,0.00004148934,0.0003365824],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001768934,0.00166679,0.001288087,0.0004934255,0.0002141392,0.000017527,0.001142789,0.306917,0.6441782,0.03275521,0.001168945,0.008388917],"study_design_scores_gemma":[0.002272026,0.005213156,0.00007804299,0.0002886356,0.0003285386,0.00006358147,0.00006505846,0.3254009,0.6595176,0.000612836,0.005378797,0.0007808013],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.863176,0.0005647658,0.1195562,0.0002163076,0.004606299,0.002014638,0.0001522694,0.0002561062,0.00945739],"genre_scores_gemma":[0.9990438,0.0002163727,0.0001152211,0.00009225478,0.0001129579,0.0000333489,0.00003392369,0.00005493937,0.0002972368],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1358677,"threshold_uncertainty_score":0.9999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2950823965","doi":"","title":"On Using Spatial Methods For Heterogeneous Slope Stability Analysis","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; Rocscience (Canada)","funders":"","keywords":"Stability (learning theory); Geology; Computer science","authors":[{"name":"F.C. Allan","is_ca":true},{"name":"Thamer Yacoub","is_ca":true},{"name":"J.H. Curran","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02063549746177281,"gpt":0.2675344756317551,"spread":0.2468989781699823,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001522294,0.0007450574,0.001128029,0.0006895073,0.0002921278,0.00009080027,0.000572263,0.0005282809,0.0002631952],"category_scores_gemma":[0.0002032983,0.0007735919,0.001039103,0.001646407,0.000005139955,0.0002215469,0.0001852912,0.0005290695,0.00004094923],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004751591,"about_ca_system_score_gemma":0.0000362299,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005940518,"about_ca_topic_score_gemma":0.00001742817,"domain_scores_codex":[0.996344,0.0001600652,0.0008800994,0.0007354549,0.0004337054,0.001446643],"domain_scores_gemma":[0.9975032,0.0003766542,0.000161489,0.001203,0.0001716027,0.0005840565],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002960174,0.0001330115,0.000002882984,0.0001260753,0.00107865,0.000001372718,0.00008463124,0.8988482,0.09374703,0.002959068,0.00001608317,0.002973431],"study_design_scores_gemma":[0.0003730915,0.0001554908,8.653345e-7,0.00002614018,0.001720311,0.000009588711,0.00002801065,0.9057669,0.08728628,0.002674455,0.001184056,0.0007748004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.005156754,0.0006026313,0.9908195,0.00004068119,0.0016044,0.0005968973,0.0001443846,0.0009792387,0.00005549718],"genre_scores_gemma":[0.9691827,0.0001139679,0.02980068,0.00008900479,0.000325169,0.0001570241,0.0001008902,0.0001953319,0.00003523772],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9640259,"threshold_uncertainty_score":0.9994715,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2736713128","doi":"","title":"Evaluation of Caprock Stability By Coupled Modeling of Geomechanics And Reservoir Simulation Under Steam Injection For Producing Oil Sands Reservoirs","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta; ConocoPhillips (Canada)","funders":"","keywords":"Geomechanics; Caprock; Petroleum engineering; Oil sands; Geology; Steam injection; Reservoir simulation; Petroleum reservoir; Environmental science; Geotechnical engineering; Asphalt","authors":[{"name":"Lee Chin","is_ca":false},{"name":"Timothy A. Tomberlin","is_ca":true},{"name":"G. G. Ramos","is_ca":false},{"name":"Rick Chalaturnyk","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03018865158300125,"gpt":0.2613528989936391,"spread":0.2311642474106379,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.006327955,0.0005812014,0.0009169115,0.0004935714,0.0003275413,0.00004795593,0.0003866492,0.0005740528,0.00004546373],"category_scores_gemma":[0.0005642196,0.0006014305,0.000279474,0.000832809,0.000008553531,0.0007477698,0.0002138861,0.0004641182,0.000002521803],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006413218,"about_ca_system_score_gemma":0.000166604,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002974892,"about_ca_topic_score_gemma":0.0001509663,"domain_scores_codex":[0.9951457,0.0002619762,0.001375245,0.0007540825,0.001552773,0.0009101696],"domain_scores_gemma":[0.996384,0.0002716262,0.0004752454,0.00102289,0.001543739,0.0003025262],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001076642,0.0001804028,0.00001102086,0.001007502,0.0003017568,7.70706e-8,0.0009541175,0.8891938,0.1075225,0.0001417539,0.00003025227,0.000549163],"study_design_scores_gemma":[0.001367047,0.0002999455,0.000001178511,0.0001878799,0.0008270374,0.000003884607,0.0009112992,0.9234535,0.06793593,0.004426404,0.00005531085,0.0005306462],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3228797,0.002212623,0.673115,0.00006811306,0.0006382465,0.0007525082,0.0001031745,0.0001886084,0.00004198937],"genre_scores_gemma":[0.9981989,0.0005362119,0.0004130685,0.00001554514,0.0002086244,0.0002219842,0.000197279,0.0001592535,0.00004912468],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6753192,"threshold_uncertainty_score":0.9996437,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2263601196","doi":"","title":"Calculation of Friction Coefficient And Downhole Weight On Bit With Finite Element Analysis of Drillstring","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced machining processes and optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Bit (key); Finite element method; Friction coefficient; Geology; Mechanics; Materials science; Structural engineering; Engineering; Physics; Computer science; Composite material","authors":[{"name":"A. Wu","is_ca":true},{"name":"G. Hareland","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006254606044371454,"gpt":0.2065451789702967,"spread":0.2002905729259253,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002507968,0.0002775444,0.0004395694,0.0005971966,0.0001087801,0.00001615816,0.0001125576,0.0001340216,0.00002586171],"category_scores_gemma":[0.00001980359,0.0002574131,0.00007836433,0.00127853,0.000003660992,0.0002314527,0.00006180965,0.0001574642,0.000002085012],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001070207,"about_ca_system_score_gemma":0.00001594097,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001277436,"about_ca_topic_score_gemma":0.00001211493,"domain_scores_codex":[0.9984543,0.00002556908,0.0004938938,0.0002781735,0.0003808099,0.0003672178],"domain_scores_gemma":[0.9990621,0.00007683966,0.000271857,0.0003074984,0.0001568444,0.0001249088],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004716816,0.00009247848,0.0001122781,0.0001462425,0.0003194354,3.503327e-7,0.0005280018,0.9750524,0.0115277,0.01133165,0.000004452829,0.0008378036],"study_design_scores_gemma":[0.0004447604,0.0002964353,0.00002702032,0.0001056505,0.0006448746,0.000001755,0.0001080748,0.9519125,0.04572358,0.0001978272,0.000273347,0.0002641496],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01552413,0.0005066168,0.9830458,0.00001852495,0.0003098519,0.0002758192,0.00005583427,0.0001249362,0.000138444],"genre_scores_gemma":[0.9959255,0.0008139784,0.002985962,0.00001678392,0.00004490914,0.00002588811,0.0001147335,0.00005223205,0.00001997073],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9804014,"threshold_uncertainty_score":0.9999878,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3031997581","doi":"","title":"Rock Support Design In Burst-prone Ground Utilizing an Interactive Design Tool","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Centre for Excellence in Mining Innovation; Laurentian University","funders":"","keywords":"Computer science","authors":[{"name":"M. Cai","is_ca":true},{"name":"Peter Kaiser","is_ca":false},{"name":"Damien Jade Duff","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02869218847686559,"gpt":0.2424850858363985,"spread":0.2137928973595329,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.003268141,0.001405664,0.001365712,0.0009474424,0.0004601667,0.0002247161,0.001326074,0.00115065,0.0003458158],"category_scores_gemma":[0.0003150273,0.001607585,0.0003174832,0.001145309,0.00001047069,0.00234401,0.0004978928,0.00183124,0.0005964597],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001224846,"about_ca_system_score_gemma":0.0002499831,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000821615,"about_ca_topic_score_gemma":0.00007846955,"domain_scores_codex":[0.9923841,0.0007496387,0.001610446,0.001286927,0.0008537784,0.003115057],"domain_scores_gemma":[0.9965433,0.0004768248,0.0004064122,0.001477946,0.0002633175,0.0008321953],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000929081,0.002021972,0.00009441323,0.0006568949,0.0007572253,0.0003047582,0.01583897,0.5625332,0.2113123,0.2002215,0.001269311,0.004060358],"study_design_scores_gemma":[0.001601589,0.001065481,0.00001057256,0.0002073226,0.000201847,0.0003122839,0.003199034,0.9300039,0.04083535,0.0199366,0.0006756965,0.001950343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.00878555,0.0006315861,0.9803794,0.00006750522,0.005923887,0.001972386,0.00005190702,0.001428152,0.0007596154],"genre_scores_gemma":[0.9895458,0.0005554334,0.007537151,0.000356114,0.0006354102,0.0004814008,0.000111759,0.0004931366,0.0002838163],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9807602,"threshold_uncertainty_score":0.9998693,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2501152990","doi":"","title":"A Critical Look At Geotechnical Classification For Rock Strength Estimation","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Geology; Geotechnical investigation","authors":[{"name":"Jennifer J. Day","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true},{"name":"Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0214031466573737,"gpt":0.2530503953561196,"spread":0.2316472486987459,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009770991,0.000844464,0.0007560521,0.0004005933,0.000734423,0.0001553598,0.0006793557,0.0009044741,0.0001750266],"category_scores_gemma":[0.0003460183,0.000943449,0.0004138404,0.0004832248,0.000004529752,0.0009139585,0.0003894858,0.000668979,0.0003583612],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009021078,"about_ca_system_score_gemma":0.00009109329,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006878229,"about_ca_topic_score_gemma":0.00001006105,"domain_scores_codex":[0.9952146,0.00008119467,0.0011777,0.0008893344,0.0007515526,0.00188566],"domain_scores_gemma":[0.9971901,0.0003615314,0.0002058005,0.001106072,0.0003557896,0.0007807672],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001100912,0.0003565248,0.000001381815,0.0005365282,0.0001358874,0.000003090271,0.0003245525,0.4466509,0.2196029,0.3267544,0.0025123,0.003011425],"study_design_scores_gemma":[0.0008247592,0.0002283154,5.338192e-7,0.0001205698,0.0002236947,0.00006354151,0.0001324838,0.9199246,0.0499372,0.0196402,0.007919062,0.0009849989],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.003108162,0.000968575,0.9884974,0.0003910474,0.003664427,0.00136614,0.0002077349,0.00146276,0.0003337539],"genre_scores_gemma":[0.988139,0.0005377581,0.008526345,0.0002202137,0.0007638986,0.0008062284,0.0003666868,0.0003488341,0.0002909842],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9850309,"threshold_uncertainty_score":0.9993016,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3023846041","doi":"","title":"Modeling Direct Shear Tests With FEM/DEM: Investigation of Discontinuity Shear Strength Scale Effect As an Emergent Characteristic","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Shear (geology); Direct shear test; Discontinuity (linguistics); Geology; Finite element method; Geotechnical engineering; Shear strength (soil); Structural engineering; Mathematics; Engineering; Petrology; Mathematical analysis","authors":[{"name":"B. S. A. Tatone","is_ca":false},{"name":"Giovanni Grasselli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01114284074940161,"gpt":0.2195310810480718,"spread":0.2083882402986702,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00142123,0.001070064,0.001244742,0.0004659922,0.0004156985,0.0001149226,0.0006952683,0.0005247831,0.00009728969],"category_scores_gemma":[0.00007463871,0.001015945,0.0002876589,0.0007455351,0.00001022597,0.001211236,0.0002968683,0.0007809092,0.00006693711],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003306512,"about_ca_system_score_gemma":0.0001274107,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000186671,"about_ca_topic_score_gemma":0.00009364939,"domain_scores_codex":[0.9949023,0.0002477552,0.001239857,0.000972214,0.001011852,0.00162605],"domain_scores_gemma":[0.9970081,0.000101007,0.0003153161,0.00127166,0.0002910042,0.001012892],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002139323,0.0002878808,0.0001242705,0.0007643894,0.000295196,0.00000928396,0.002502695,0.5010084,0.4883143,0.004953322,0.00002584867,0.001500432],"study_design_scores_gemma":[0.0008651682,0.0009104197,0.000009056894,0.000405683,0.0003249495,0.00003914006,0.0002569826,0.8454856,0.1490384,0.001560131,0.00007623821,0.001028185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6821399,0.0005625854,0.313641,0.00003719458,0.001631049,0.001038377,0.0001087711,0.0006712989,0.0001699113],"genre_scores_gemma":[0.9962052,0.0006420044,0.001665393,0.00006577391,0.0005038468,0.0002240109,0.0002526129,0.0003778517,0.00006331911],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3444772,"threshold_uncertainty_score":0.9992291,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2623858572","doi":"","title":"An Estimation of the Height of Fracture Zone In Longwall Coal Mining","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Longwall mining; Geology; Mining engineering; Coal mining; Coal; Fracture (geology); Estimation; Geotechnical engineering; Engineering; Geography; Archaeology","authors":[{"name":"Abbas Majdi","is_ca":false},{"name":"Ferri Hassani","is_ca":true},{"name":"Mehdi Yousef Nasiri","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006439501853324986,"gpt":0.1997875727561071,"spread":0.1933480709027822,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000707769,0.0004843536,0.0006980797,0.000278501,0.00008113491,0.00002027895,0.0008074797,0.0005524147,0.00009207096],"category_scores_gemma":[0.0000807969,0.0004153433,0.0002306454,0.0008700635,0.000008263072,0.0004845036,0.0002291642,0.0006745647,0.00001472608],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001438329,"about_ca_system_score_gemma":0.00004064039,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000479478,"about_ca_topic_score_gemma":0.00003530218,"domain_scores_codex":[0.9970989,0.0000803542,0.001004015,0.0003624103,0.0005837324,0.0008705471],"domain_scores_gemma":[0.9983376,0.0001254231,0.0002432911,0.0009235498,0.00009315979,0.0002769839],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001913673,0.000189172,0.00002238382,0.0002604643,0.00003846089,0.000001546294,0.0003816713,0.8899376,0.1013327,0.006698455,0.00002978437,0.001088709],"study_design_scores_gemma":[0.0005515572,0.000161494,0.00003461512,0.0002511951,0.00006358426,0.00002210035,0.000131532,0.8703285,0.1247691,0.002551155,0.0006888569,0.0004462342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04482529,0.0006032871,0.9522465,0.0001324781,0.001263963,0.000520471,0.00004447541,0.0002755515,0.00008802886],"genre_scores_gemma":[0.9968739,0.0001167529,0.002579774,0.00008532789,0.0001261878,0.00005093685,0.00002957035,0.0001088924,0.00002865521],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9520486,"threshold_uncertainty_score":0.9998298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2797930963","doi":"","title":"Laboratory And In Situ Investigations On the Corrosivity of Support Systems","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Corrosion; In situ; Environmental science; Chemistry; Metallurgy; Materials science","authors":[{"name":"John Hadjigeorgiou","is_ca":false},{"name":"J.F. Dorion","is_ca":false},{"name":"Edward Ghali","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01507772045809503,"gpt":0.208970780586232,"spread":0.193893060128137,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00120096,0.0003422967,0.0004423681,0.0001983622,0.0001380302,0.00004535102,0.0002993146,0.0002493866,0.00006090176],"category_scores_gemma":[0.000184419,0.0002943086,0.00007978875,0.0006108687,0.00001376582,0.0002661731,0.0001624803,0.0004709988,0.00005068646],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001718028,"about_ca_system_score_gemma":0.00008180302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002266686,"about_ca_topic_score_gemma":0.00005856179,"domain_scores_codex":[0.9979753,0.0001797452,0.000597577,0.0003148147,0.0003656772,0.0005668937],"domain_scores_gemma":[0.9984099,0.0003279694,0.0001366444,0.0007110448,0.000120575,0.0002938908],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003373898,0.0001059898,0.0004869959,0.0003554708,0.00002329146,0.000002864822,0.001099298,0.0106424,0.8962072,0.08998228,0.0009696005,0.00009087307],"study_design_scores_gemma":[0.001613852,0.0004654159,0.0002665335,0.0005092997,0.0001459937,0.00005343581,0.00217195,0.5597367,0.4185221,0.004414746,0.01057313,0.001526863],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8955708,0.00177408,0.09052248,0.0007689747,0.005990058,0.002341821,0.0004502577,0.0006993415,0.001882226],"genre_scores_gemma":[0.9991251,0.0002659059,0.0000456893,0.0002214246,0.00008827624,0.0001193875,0.00001958013,0.00005917255,0.00005552852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5490943,"threshold_uncertainty_score":0.9999509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2460149403","doi":"","title":"Review of Borehole In Situ Stress Measurement Techniques For Various Ground Conditions And Numerical Stress Estimation Considerations","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Borehole; Stress (linguistics); Geology; Geotechnical engineering","authors":[{"name":"S. Gaines","is_ca":true},{"name":"Diederichs","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01454017016006538,"gpt":0.2360766984392945,"spread":0.2215365282792292,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005539404,0.0003695491,0.000561761,0.0002288364,0.0001408005,0.00004459071,0.0001611727,0.0002615225,0.00002142687],"category_scores_gemma":[0.0002215547,0.000391226,0.000116717,0.0002952833,0.000007560436,0.0002998835,0.00007449718,0.000332353,0.000001911188],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002483268,"about_ca_system_score_gemma":0.00005229657,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004381406,"about_ca_topic_score_gemma":0.00004656044,"domain_scores_codex":[0.998022,0.0000533818,0.000717387,0.0003047935,0.0003579425,0.0005445539],"domain_scores_gemma":[0.9989157,0.0001611655,0.0001340722,0.0003898875,0.0002015147,0.0001976574],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003110775,0.000650222,0.00001673679,0.02071251,0.0003467812,0.000006568728,0.0006108264,0.4072919,0.2039084,0.3617468,0.001901186,0.002777027],"study_design_scores_gemma":[0.001092707,0.0003879601,0.00004494916,0.007115976,0.0003805751,0.0001064233,0.0001467573,0.8086482,0.1169713,0.06162317,0.002212366,0.00126951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0004396192,0.01136329,0.9854596,0.0002450581,0.0004810095,0.001178711,0.0002754775,0.000429693,0.0001275966],"genre_scores_gemma":[0.989195,0.003426065,0.006505961,0.00015075,0.00008078164,0.0004203343,0.0001436816,0.00007156927,0.000005865466],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9887553,"threshold_uncertainty_score":0.999854,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2791432045","doi":"","title":"The Two-Term Rollercone Rate of Penetration (ROP) Model With Integrated Hydraulics Function","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Flow Measurement and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Term (time); Hydraulics; Penetration (warfare); Computer science; Environmental science; Engineering; Physics; Operations research","authors":[{"name":"I. Kowakwi","is_ca":false},{"name":"H. Chen","is_ca":false},{"name":"G. Hareland","is_ca":false},{"name":"B. Rashidi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01211946901594308,"gpt":0.194841855002175,"spread":0.182722385986232,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001135059,0.0005310563,0.0005077824,0.0002530479,0.00037548,0.0001046815,0.0004227089,0.0002272791,0.00004793162],"category_scores_gemma":[0.00002880955,0.0003976455,0.0002077335,0.0008643942,0.000008409017,0.0005914146,0.00007988467,0.000452938,0.00005544268],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002185779,"about_ca_system_score_gemma":0.00008405763,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000224145,"about_ca_topic_score_gemma":0.0001838764,"domain_scores_codex":[0.9974346,0.0001179907,0.0007014583,0.0003666424,0.0005583657,0.0008209688],"domain_scores_gemma":[0.9983944,0.00007141945,0.0002493036,0.000708863,0.0003412685,0.0002347649],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001552952,0.00009992778,0.00001858037,0.00007099772,0.0003822614,9.735824e-7,0.0002688166,0.5595108,0.4234792,0.01454815,0.0002362553,0.001228764],"study_design_scores_gemma":[0.0009529745,0.0001928455,0.000005054653,0.00007045217,0.000407858,0.000006248327,0.0002272937,0.9258351,0.06928101,0.002046569,0.0005048824,0.0004696907],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02756476,0.0007807973,0.9686549,0.0001170876,0.001130457,0.0005481431,0.00002420559,0.0003974705,0.0007821911],"genre_scores_gemma":[0.9976088,0.0007821234,0.000509122,0.00007871899,0.0002194242,0.00009715792,0.0001081346,0.0001319751,0.0004645861],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.970044,"threshold_uncertainty_score":0.9998475,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2737728974","doi":"","title":"Fracture Initiation And Propagation In the Quintner Limestone","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Geology; Fracture (geology); Geotechnical engineering","authors":[{"name":"Matthew A. Perras","is_ca":false},{"name":"Diederichs","is_ca":true},{"name":"Florian Amann","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01299114445390511,"gpt":0.2396739417620005,"spread":0.2266827973080954,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006438008,0.0002797022,0.0002416661,0.0001249292,0.0001683061,0.00006954229,0.0002463687,0.0002163578,0.00002906841],"category_scores_gemma":[0.00004100629,0.0002254975,0.00006102117,0.0005157937,0.000003833416,0.0003887629,0.00006941482,0.0004651011,0.00009549419],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007392014,"about_ca_system_score_gemma":0.00001670601,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001736037,"about_ca_topic_score_gemma":0.00000741456,"domain_scores_codex":[0.9985003,0.0001172098,0.0003398901,0.0002608172,0.0002756069,0.000506125],"domain_scores_gemma":[0.9991875,0.0001465106,0.00008292373,0.0004100307,0.00005260731,0.0001204011],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002955391,0.0006048709,0.00006024135,0.0003367345,0.00008008441,0.000004618453,0.006275041,0.02804783,0.5796739,0.373688,0.0008629155,0.01033614],"study_design_scores_gemma":[0.001548371,0.0003565406,0.0009244405,0.0001822854,0.0002498678,0.000103601,0.001750581,0.7433609,0.08477206,0.1413174,0.02370617,0.001727862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06573582,0.0008913355,0.9281963,0.001909244,0.0007753453,0.001325666,0.00002754528,0.0003768236,0.0007619195],"genre_scores_gemma":[0.997004,0.0002877497,0.001376755,0.000531711,0.000350791,0.0003131592,0.00004368268,0.00005623988,0.00003592275],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9312682,"threshold_uncertainty_score":0.9195523,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W158111337","doi":"","title":"Fracture Network Engineering: Combining Microseismic Imaging And Hydrofracture Numerical Simulations","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Microseism; Geology; Fracture (geology); Seismology; Geotechnical engineering","authors":[{"name":"Will Pettitt","is_ca":false},{"name":"Matthew Pierce","is_ca":false},{"name":"Branko Damjanac","is_ca":false},{"name":"Jim Hazzard","is_ca":false},{"name":"Loren Lorig","is_ca":false},{"name":"C. Fairhurst","is_ca":false},{"name":"Marisela Sánchez-Nagel","is_ca":false},{"name":"Neal Nagel","is_ca":false},{"name":"J.M. Reyes-Montes","is_ca":false},{"name":"Jennifer Andrews","is_ca":false},{"name":"R. P. Young","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00679556465810759,"gpt":0.2001438770703093,"spread":0.1933483124122017,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000557602,0.0005378707,0.0004818811,0.0002342698,0.0006503342,0.0001822191,0.0004170845,0.0002911993,0.0006359194],"category_scores_gemma":[0.000068844,0.0005178539,0.0001405779,0.0005191928,0.000009839777,0.0008034388,0.0001212185,0.000822962,0.0001318323],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003864034,"about_ca_system_score_gemma":0.00005670353,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004739963,"about_ca_topic_score_gemma":0.000003760582,"domain_scores_codex":[0.9971102,0.0001043004,0.0004902233,0.000596834,0.0004224037,0.001276075],"domain_scores_gemma":[0.9983813,0.000278665,0.0002415695,0.0004852244,0.0000787099,0.0005344923],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000116438,0.0001984234,0.01366121,0.0001746173,0.000204399,0.00003966791,0.001775432,0.9217171,0.01174258,0.004624814,0.03235048,0.01339483],"study_design_scores_gemma":[0.000349364,0.00007770142,0.0001159311,0.0000767172,0.00007333166,0.0001315318,0.0001163317,0.88959,0.002990002,0.003557067,0.1023062,0.0006158174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01245291,0.006259893,0.9722043,0.003308802,0.003408734,0.0006798849,0.000160913,0.001127024,0.0003975642],"genre_scores_gemma":[0.9891068,0.0002656409,0.003177239,0.006328261,0.0006699484,0.000004956908,0.0002856282,0.00004812232,0.0001134028],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9766539,"threshold_uncertainty_score":0.9997273,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2514489837","doi":"","title":"Montney Shale Geomechanical Challenges: 2D And 3D FEM/DEM Numerical Simulations of a Layered Material Fracturing In Compression","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Geology; Geomechanics; Finite element method; Oil shale; Compression (physics); Geotechnical engineering; Petroleum engineering; Materials science; Engineering; Structural engineering; Composite material","authors":[{"name":"S.A.R. Keneti","is_ca":false},{"name":"R.A. Pak","is_ca":false},{"name":"R.C.K. Wong","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0148256350359831,"gpt":0.2288183118507948,"spread":0.2139926768148117,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006130628,0.0006505011,0.001067219,0.000558905,0.000202752,0.00006349593,0.0004946456,0.0006663328,0.0002417366],"category_scores_gemma":[0.00007768292,0.000639106,0.0002211632,0.0004738111,0.000008901262,0.0005218038,0.000441831,0.0007277867,0.0000322404],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002127216,"about_ca_system_score_gemma":0.00003610321,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001392746,"about_ca_topic_score_gemma":0.00005785294,"domain_scores_codex":[0.9962897,0.0001845245,0.001078163,0.0006439561,0.0006234339,0.001180218],"domain_scores_gemma":[0.9981419,0.0002301415,0.0002334319,0.0007836439,0.00008535392,0.0005255485],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009858997,0.0003861396,0.00004730099,0.0005182405,0.0002141518,0.00001649535,0.001363401,0.922702,0.07228424,0.000991386,0.0000520613,0.001326037],"study_design_scores_gemma":[0.001029033,0.0001299645,0.00004220973,0.0002822472,0.0001289878,0.0000333466,0.000289779,0.947248,0.04733526,0.001171302,0.00160896,0.0007008886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3346188,0.007330107,0.6513689,0.0005742391,0.00301489,0.001275729,0.0003069138,0.0009850758,0.0005253475],"genre_scores_gemma":[0.9962057,0.002360452,0.0006598806,0.00004496556,0.0003846716,0.00006452357,0.00007795724,0.0001583202,0.00004352353],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6615869,"threshold_uncertainty_score":0.999606,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598815684","doi":"","title":"Sand Prediction By Different Criteria And Validation Through a Hollow Cylinder Test","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Petro Geotech (Canada)","funders":"","keywords":"Test (biology); Mathematics; Computer science; Statistics; Geology","authors":[{"name":"Y. Wang","is_ca":true},{"name":"E. Päpamichos","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008767954518158188,"gpt":0.2075356098885354,"spread":0.1987676553703772,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002379546,0.0005968907,0.0004754694,0.0001377222,0.0002514978,0.0001562718,0.000249538,0.0005186175,0.00009478554],"category_scores_gemma":[0.00006753226,0.0005792977,0.0001218745,0.0002791517,0.000006136349,0.0005964355,0.0001411452,0.00054147,0.00002195781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001821015,"about_ca_system_score_gemma":0.00001304702,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001493027,"about_ca_topic_score_gemma":0.000002040213,"domain_scores_codex":[0.9976373,0.00004393214,0.0005340608,0.0004709456,0.0004192195,0.000894566],"domain_scores_gemma":[0.998892,0.0001231978,0.00008697132,0.00049371,0.00006082636,0.0003432647],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003304146,0.0002706287,0.00007109606,0.0004745162,0.0002157358,0.000003466697,0.0007330035,0.05288527,0.927232,0.0120421,0.005092026,0.0009471619],"study_design_scores_gemma":[0.001657387,0.0004268948,0.00007306712,0.0001675545,0.0002740851,0.0001507088,0.0001558966,0.7803894,0.1852758,0.01725826,0.01277766,0.001393299],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03286098,0.001995002,0.9591938,0.0001851875,0.003077393,0.000531977,0.0002866637,0.001421469,0.0004475545],"genre_scores_gemma":[0.9971512,0.001212468,0.0005279928,0.00009568623,0.0003979334,0.0001017046,0.0002020316,0.000145458,0.0001655444],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9642902,"threshold_uncertainty_score":0.9996659,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2471519554","doi":"","title":"A Numerical Local Upscaling Approach For Elastic Rock Mechanical Properties: Dealing With Heterogeneity","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced Mathematical Modeling in Engineering","field":"Computer Science","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Geology; Geotechnical engineering; Computer science","authors":[{"name":"M.M. Khajeh","is_ca":true},{"name":"Rick Chalaturnyk","is_ca":true},{"name":"Jeff Boisvert","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02427110272110012,"gpt":0.232682251627072,"spread":0.2084111489059719,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001108325,0.001001291,0.001078717,0.0002795314,0.0006157687,0.000228405,0.001889826,0.0004855183,0.000008547199],"category_scores_gemma":[0.0003141762,0.0008584013,0.0003680902,0.0007652857,0.000009432295,0.001238463,0.0008759202,0.0008036089,0.00005494054],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004506657,"about_ca_system_score_gemma":0.0001425435,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006446262,"about_ca_topic_score_gemma":0.000001139505,"domain_scores_codex":[0.9938823,0.0001102639,0.001125171,0.001515492,0.001084933,0.002281852],"domain_scores_gemma":[0.9962834,0.0004347133,0.0003779945,0.001557073,0.0003649101,0.000981956],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008212933,0.0003514055,5.460928e-7,0.0003669113,0.0001064126,0.000004145367,0.0003055185,0.7372793,0.01661816,0.2443529,0.000005533682,0.0005269816],"study_design_scores_gemma":[0.00093724,0.0005270144,4.993136e-8,0.0002207633,0.0001166376,0.0002513306,0.0001403937,0.9328883,0.05276971,0.01086026,0.0001819247,0.001106415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0003799679,0.0004390027,0.9952864,0.0001428757,0.0009380635,0.001552296,0.00001414717,0.001192317,0.0000549196],"genre_scores_gemma":[0.6746659,0.00002481187,0.3241264,0.0002051812,0.0002668788,0.0005022355,0.00001261905,0.0001729098,0.00002304344],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6742859,"threshold_uncertainty_score":0.9993867,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2742029093","doi":"","title":"Static and Dynamic Data Integration For Improved Characterisation of a Fractured Gas Reservoir","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Reservoir Engineering and Simulation Methods","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Petroleum engineering; Geology","authors":[{"name":"Steve Rogers","is_ca":false},{"name":"Doo‐Hyun Lim","is_ca":true},{"name":"Paul E. Fejer","is_ca":false},{"name":"Gang Han","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02307824448971183,"gpt":0.274898362244746,"spread":0.2518201177550341,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001219305,0.000391124,0.0005044148,0.0002817681,0.0001167277,0.00006581093,0.0004610809,0.0002981943,0.00003146996],"category_scores_gemma":[0.0002989831,0.0003973052,0.00008432681,0.0003175713,0.000003855599,0.0008859848,0.0001878824,0.0003016062,0.000006203017],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001301569,"about_ca_system_score_gemma":0.00003541578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001229558,"about_ca_topic_score_gemma":0.00001208159,"domain_scores_codex":[0.9979784,0.00008730277,0.0006941193,0.0004097655,0.000245986,0.0005844617],"domain_scores_gemma":[0.9981121,0.0002881701,0.000207933,0.001002108,0.0001669057,0.0002228112],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000121086,0.00009206532,0.000004851376,0.0007823724,0.0001639216,4.04826e-7,0.001222604,0.3189245,0.668985,0.003026689,0.0003144375,0.006362065],"study_design_scores_gemma":[0.0008401412,0.0001342034,0.00001285784,0.00008636879,0.00009381528,0.000006327157,0.0001195093,0.9682539,0.02415338,0.00306935,0.002850974,0.0003791957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03541576,0.0006616678,0.960767,0.0002219468,0.001264619,0.0008928218,0.0004487051,0.0003087596,0.00001870945],"genre_scores_gemma":[0.9653199,0.0006697595,0.03234424,0.00004567066,0.0001648946,0.0001139547,0.001122335,0.0001355357,0.00008365231],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9299042,"threshold_uncertainty_score":0.9998479,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3023279530","doi":"","title":"Rock Mechanical Considerations Associated With the Construction of a Deep Nuclear Waste Disposal In Clay Rock","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Radioactive waste; Waste disposal; Geology; Geotechnical engineering; Mining engineering; Waste management; Engineering","authors":[{"name":"Florian Amann","is_ca":false},{"name":"C. Derek Martin","is_ca":true},{"name":"Reto Thoeny","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006173909323714986,"gpt":0.1848516619954698,"spread":0.1786777526717549,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005467327,0.0006349406,0.0007483335,0.0003080202,0.0003139605,0.00008980072,0.000445135,0.0006206728,0.0001459922],"category_scores_gemma":[0.0002449629,0.0005214678,0.0002146545,0.0008380235,0.00001085411,0.0004026781,0.0001850499,0.001101404,0.00002770999],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003200502,"about_ca_system_score_gemma":0.00005692274,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002492528,"about_ca_topic_score_gemma":0.0001172887,"domain_scores_codex":[0.9967858,0.0001508509,0.0008404958,0.000469796,0.000634697,0.001118349],"domain_scores_gemma":[0.9981315,0.0004438008,0.0002335797,0.0007118568,0.0001641707,0.0003151236],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004609663,0.0001290261,0.000006191965,0.0000835209,0.0002166053,0.000007523142,0.0005481404,0.7767425,0.05716748,0.1647728,0.0001622647,0.0001178248],"study_design_scores_gemma":[0.001186925,0.0002792859,0.00001275195,0.000154302,0.0001929555,0.0001703914,0.001051367,0.9703879,0.01355974,0.01184533,0.0003927566,0.0007663408],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04771932,0.0005406946,0.9468952,0.0005984323,0.00183168,0.0009587364,0.0000923186,0.0009822446,0.0003813134],"genre_scores_gemma":[0.9984266,0.0001219977,0.0008244815,0.0001220905,0.0001792591,0.00007967104,0.0000402808,0.0001745234,0.00003109922],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9507073,"threshold_uncertainty_score":0.9997237,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2796729988","doi":"","title":"Modeling of the Strength And Deformation Anisotropy of an Argillaceous Rock (Opalinus Clay) At the Laboratory-scale","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Geology; Anisotropy; Deformation (meteorology); Scale (ratio); Geotechnical engineering; Mineralogy","authors":[{"name":"A. Lisjak","is_ca":true},{"name":"B. S. A. Tatone","is_ca":true},{"name":"Giovanni Grasselli","is_ca":true},{"name":"Tim Vietor","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005968852187572531,"gpt":0.1854945925211126,"spread":0.17952574033354,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007129567,0.000506343,0.0005837831,0.000137176,0.0003002902,0.00003414871,0.0006903174,0.0004245275,0.00005053555],"category_scores_gemma":[0.00006628165,0.0003611843,0.0002075375,0.0007107482,0.000009806741,0.0004496503,0.0005603803,0.0005718897,0.00001825051],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001736374,"about_ca_system_score_gemma":0.00003829064,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004167659,"about_ca_topic_score_gemma":0.00005996323,"domain_scores_codex":[0.9971666,0.0001059934,0.0009234978,0.0003591329,0.0006092571,0.0008354607],"domain_scores_gemma":[0.9981514,0.0000912162,0.0002214986,0.001020697,0.000197848,0.0003173151],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002561968,0.00007864962,0.000002934674,0.000198838,0.00005130573,4.859877e-7,0.0003021905,0.8074552,0.1863129,0.005116882,0.00001955247,0.0004354383],"study_design_scores_gemma":[0.0004238316,0.0001389529,0.000001220732,0.00008160488,0.000105419,0.0000367173,0.0002082027,0.8505687,0.1456354,0.001664463,0.0007702127,0.0003652996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.194665,0.001517248,0.8008186,0.0001658263,0.001341025,0.0007728905,0.0002275869,0.0003796939,0.0001121341],"genre_scores_gemma":[0.9983715,0.0004638867,0.0007122518,0.0000717454,0.0001516001,0.00005291249,0.00002512611,0.0001084325,0.00004252085],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8037065,"threshold_uncertainty_score":0.999884,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2736402240","doi":"","title":"Discussion On Rebar And Shotcrete Composite Backfill Barricades With Focus On Past Failures","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Shotcrete; Geotechnical engineering; Focus (optics); Composite number; Geology; Forensic engineering; Engineering; Materials science; Composite material","authors":[{"name":"Paul Hughes","is_ca":true},{"name":"R. Pakalnis","is_ca":true},{"name":"P. Christman","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005759066504329573,"gpt":0.1866607134246047,"spread":0.1809016469202752,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002759449,0.0008628138,0.0006522717,0.0003501815,0.0003578216,0.000146266,0.0004262271,0.0004992456,0.00005462507],"category_scores_gemma":[0.00002541652,0.0005954264,0.0001503502,0.0004456821,0.00001165148,0.0003213065,0.0001696675,0.0009943754,0.00007089037],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001960874,"about_ca_system_score_gemma":0.00001705434,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001666462,"about_ca_topic_score_gemma":0.00000957976,"domain_scores_codex":[0.9968972,0.00007199444,0.0004880397,0.0006678943,0.0006533321,0.001221595],"domain_scores_gemma":[0.9982316,0.0001390606,0.0001033042,0.0007926222,0.00005762352,0.0006758153],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003890197,0.0002003566,0.00002823889,0.0004131319,0.0003622227,0.00003434821,0.0006800116,0.6611305,0.1661553,0.165414,0.001419999,0.003772815],"study_design_scores_gemma":[0.004562597,0.004567583,0.0001931186,0.001665692,0.0005405156,0.0005032807,0.0007115252,0.7551469,0.1543791,0.03110382,0.04123185,0.005394006],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03581131,0.00155928,0.9469151,0.003277899,0.003233114,0.00168782,0.000236969,0.003848693,0.003429768],"genre_scores_gemma":[0.9974684,0.000314328,0.001065109,0.0001908745,0.0004229588,0.0000778454,0.00004183266,0.0002271606,0.0001915429],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.961657,"threshold_uncertainty_score":0.9996497,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2492541707","doi":"","title":"Advances In Methods of Empirical Stope Design","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Metallurgy and Material Forming","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia; University of Saskatchewan","funders":"","keywords":"Computer science; Geology; Environmental science","authors":[{"name":"D. Milne","is_ca":true},{"name":"R. Pakalnis","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02872996155240317,"gpt":0.3058818389076033,"spread":0.2771518773552001,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001976071,0.0004512679,0.0007285767,0.0003729808,0.00008989668,0.00002533367,0.0004612669,0.0003650376,0.0002684145],"category_scores_gemma":[0.0001019576,0.0004532495,0.0001548869,0.0006218443,0.000004962179,0.0008792029,0.0001951,0.0003728073,0.00008522197],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000156093,"about_ca_system_score_gemma":0.0000483494,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008016917,"about_ca_topic_score_gemma":0.000006995866,"domain_scores_codex":[0.9972149,0.0002877576,0.0008374822,0.0003483577,0.0003307054,0.0009807796],"domain_scores_gemma":[0.9987586,0.0002160695,0.0001583167,0.0005265719,0.00006746082,0.0002729803],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001433034,0.0002644438,0.00001974011,0.000646862,0.0000915969,0.00001009744,0.001535788,0.182271,0.7381754,0.05977361,0.0001391612,0.01692905],"study_design_scores_gemma":[0.0008064294,0.0002426166,0.000002777197,0.00017196,0.00008948813,0.00004646466,0.0002407022,0.3745008,0.5748285,0.01988924,0.02832372,0.0008572755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.002770623,0.003702939,0.9877192,0.00003073843,0.003918058,0.0004820535,0.00001327196,0.0002935983,0.001069461],"genre_scores_gemma":[0.952934,0.003428634,0.04290777,0.00008268323,0.000257195,0.0001173508,0.00001750869,0.0001442173,0.0001106637],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9501634,"threshold_uncertainty_score":0.9997919,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W986557313","doi":"","title":"Continuum Representation of Brittle Rock Failure Bulking-induced Displacenlents Around Tunnels","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Brittleness; Geology; Representation (politics); Forensic engineering; Geotechnical engineering; Mining engineering; Engineering; Materials science; Law; Composite material; Political science","authors":[{"name":"A. G. Corkum","is_ca":true},{"name":"Loren Lorig","is_ca":false},{"name":"D.O. DeGagne","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01721038834735977,"gpt":0.2350734243560641,"spread":0.2178630360087044,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000748208,0.0009023089,0.001117375,0.0004984849,0.0003589592,0.0001321094,0.0008493094,0.0007025112,0.0001715493],"category_scores_gemma":[0.0001107588,0.001020405,0.0004618639,0.0009280062,0.000003005653,0.001033937,0.0004623364,0.0007690458,0.0002013522],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003446165,"about_ca_system_score_gemma":0.00008047131,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007257048,"about_ca_topic_score_gemma":0.00005868988,"domain_scores_codex":[0.9949245,0.0001262583,0.00140105,0.000840739,0.0009899514,0.001717499],"domain_scores_gemma":[0.9971302,0.0001421362,0.0004766864,0.001261412,0.0003626177,0.000626935],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006620936,0.0002744599,0.00002773081,0.0003633198,0.0003235831,0.000008461032,0.001010419,0.125939,0.853328,0.01673491,0.001212427,0.0007114726],"study_design_scores_gemma":[0.00115379,0.0001674934,0.000002089491,0.0002282743,0.0001947574,0.00005763919,0.0006660042,0.6180165,0.371337,0.005392153,0.001885336,0.0008989019],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1078497,0.000904617,0.8824317,0.0001534884,0.005990958,0.001227456,0.0001462483,0.0008009242,0.0004948574],"genre_scores_gemma":[0.9966511,0.0005537696,0.0009043698,0.00009991443,0.0007848404,0.0001537203,0.0001675943,0.0003315535,0.0003531868],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8888013,"threshold_uncertainty_score":0.9992246,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3035773419","doi":"","title":"A New Workflow For LiDAR Scanning For Change Detection In Tunnels And Caverns","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Image Processing and 3D Reconstruction","field":"Computer Science","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Workflow; Lidar; Remote sensing; Geology; Change detection; Computer science; Database","authors":[{"name":"Danielle Delaloye","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true},{"name":"Mark S. Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02298931326467178,"gpt":0.2464689964550553,"spread":0.2234796831903835,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009456929,0.0004118038,0.0004374546,0.0004742796,0.0004916558,0.0002949355,0.0005235865,0.0003353959,0.000004821734],"category_scores_gemma":[0.00009509185,0.0004418283,0.0001511622,0.0007299455,0.000004102071,0.001796275,0.0002819397,0.0002802706,0.000009481898],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002098015,"about_ca_system_score_gemma":0.0001634795,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008866384,"about_ca_topic_score_gemma":0.0000731711,"domain_scores_codex":[0.9972991,0.00006019427,0.0004943399,0.0007727019,0.000274279,0.001099428],"domain_scores_gemma":[0.9985699,0.000142689,0.0002951055,0.0004566698,0.0001728956,0.0003627288],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000223706,0.0002202446,0.00009986702,0.0006960557,0.00009048681,0.000004042685,0.006509049,0.0005176543,0.08215438,0.05397269,0.0002157723,0.8552961],"study_design_scores_gemma":[0.002163258,0.000481006,0.00001173359,0.0003075473,0.00006769035,0.0001854854,0.0002266304,0.8541596,0.08251292,0.05446114,0.004591383,0.0008316347],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.001420143,0.001224117,0.9903866,0.0005422381,0.0047891,0.001313487,0.00001825261,0.0002833545,0.00002272937],"genre_scores_gemma":[0.9063956,0.0001918289,0.09048861,0.0003352305,0.001465963,0.0006904601,0.00001336064,0.00008414939,0.0003348491],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9049754,"threshold_uncertainty_score":0.9998034,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2493114309","doi":"","title":"Use of Multiple Lithology And Rock Property Indicators to Evaluate Wellbore Failure In Layered Formations","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"ConocoPhillips (Canada)","funders":"","keywords":"Lithology; Geology; Wellbore; Petroleum engineering; Mining engineering; Property (philosophy); Geotechnical engineering; Petrology","authors":[{"name":"Mao Bai","is_ca":false},{"name":"G. Li","is_ca":false},{"name":"Fanhong Meng","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01630680804774287,"gpt":0.2129579684578325,"spread":0.1966511604100896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004884374,0.0004560181,0.0005638205,0.0008116924,0.000111425,0.00005013091,0.0002987506,0.0003657495,0.00002786951],"category_scores_gemma":[0.0001407145,0.0004105322,0.0000966777,0.0008999737,0.000002670333,0.0006313539,0.000234341,0.0004559909,0.00006351606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001603126,"about_ca_system_score_gemma":0.00003604796,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005282962,"about_ca_topic_score_gemma":0.0001148826,"domain_scores_codex":[0.9975978,0.00007106765,0.0007149639,0.0003655989,0.0003241092,0.0009264692],"domain_scores_gemma":[0.9987453,0.0001175978,0.0001132882,0.000535063,0.00008647321,0.0004022646],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002654542,0.00009311456,0.0005258685,0.0003194761,0.00007433909,0.000003224311,0.001881627,0.9287449,0.06467529,0.002434078,0.0003239062,0.0008977079],"study_design_scores_gemma":[0.000640663,0.0001254301,0.00004199922,0.0001746184,0.000052342,0.00003361205,0.00027412,0.9586124,0.03037513,0.0002547432,0.008854778,0.000560134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1137741,0.0004649476,0.8822555,0.0002329709,0.001316045,0.001163527,0.0001299527,0.0005648329,0.00009811246],"genre_scores_gemma":[0.9964155,0.0003261767,0.002670326,0.00007381954,0.00009688739,0.0001443798,0.00004340159,0.000130394,0.00009909218],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8826414,"threshold_uncertainty_score":0.9998347,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2726144183","doi":"","title":"The Role of Pre-existing Fracturing In Enhanced Reservoir Treatments","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Hydraulic fracturing; Geology; Petroleum engineering","authors":[{"name":"Xuetian Zhao","is_ca":false},{"name":"J.M. Reyes-Montes","is_ca":false},{"name":"R. P. Young","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008391152212037064,"gpt":0.2269289366423388,"spread":0.2185377844303018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009332929,0.0005442499,0.0006445015,0.0003429544,0.0003801042,0.00007317622,0.0008026143,0.0003538848,0.00005179246],"category_scores_gemma":[0.0001333684,0.000440405,0.0002924968,0.00075693,0.000007888135,0.0004170929,0.0002947366,0.0006662825,0.00005953042],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003813436,"about_ca_system_score_gemma":0.00004609501,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002207664,"about_ca_topic_score_gemma":0.0001602177,"domain_scores_codex":[0.9964915,0.0001409598,0.0009477982,0.0004393308,0.0006230588,0.001357336],"domain_scores_gemma":[0.9980214,0.00030624,0.0002540018,0.001014123,0.00009667844,0.0003075294],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008358467,0.0002285314,0.0001145505,0.0001750409,0.0004392019,0.000005681269,0.002210607,0.8363217,0.1549865,0.001627417,0.0000546083,0.003752584],"study_design_scores_gemma":[0.0006284232,0.0000955702,0.00004461726,0.0001979021,0.0001370353,0.000009764867,0.000762803,0.5145815,0.4731948,0.004100894,0.005702375,0.0005443217],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.542344,0.02011904,0.4161172,0.0004139256,0.004182451,0.002109495,0.00009726705,0.001424412,0.01319221],"genre_scores_gemma":[0.9968961,0.001710433,0.0002212021,0.00002124884,0.000272792,0.0001458669,0.00002589075,0.0001368372,0.0005696377],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4545521,"threshold_uncertainty_score":0.9998048,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2729657004","doi":"","title":"Title: New Approach In Mechanical Modeling of Inserts of the Rollercone Bits","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Metallurgy and Material Forming","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Engineering drawing; Computer science; Mechanical engineering; Engineering","authors":[{"name":"B. Rashidi","is_ca":true},{"name":"G. Hareland","is_ca":true},{"name":"A. Wu","is_ca":true},{"name":"Yang‐Cheng Lin","is_ca":false},{"name":"Yong Yang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01781530376133067,"gpt":0.2078232418850277,"spread":0.190007938123697,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005179197,0.0002490196,0.0004356495,0.0001696375,0.00004475869,0.0000100929,0.000418993,0.0002726943,0.0003982182],"category_scores_gemma":[0.00003030552,0.0002109407,0.000144249,0.0004372228,0.000002232663,0.000190291,0.0002114163,0.0002654369,0.00007116533],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006584444,"about_ca_system_score_gemma":0.00006310135,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003867567,"about_ca_topic_score_gemma":0.000007215812,"domain_scores_codex":[0.9984168,0.00005177046,0.0005762869,0.0002041676,0.000299226,0.0004517591],"domain_scores_gemma":[0.9992071,0.00002591525,0.000110988,0.0004873797,0.00004353845,0.0001251142],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005466411,0.0001844574,0.000004502926,0.000549325,0.0001314316,0.000001295247,0.000654594,0.1886189,0.579773,0.2280494,0.0005534692,0.001424947],"study_design_scores_gemma":[0.0004106237,0.00002627845,5.266981e-7,0.0001053872,0.00004693593,0.00001315145,0.00006107292,0.8630614,0.1291214,0.006000232,0.0009059992,0.0002470515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02061305,0.0007913895,0.9604552,0.00003714793,0.004509935,0.0006226719,0.00002454807,0.0001749084,0.01277111],"genre_scores_gemma":[0.9973729,0.0002051668,0.001763797,0.00002548522,0.0001457142,0.00001637979,0.000008639886,0.00006676883,0.0003951899],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9767598,"threshold_uncertainty_score":0.8601911,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2622599435","doi":"","title":"Effect of CO2's Varying Phase On Static And Dynamic Moduli of a Fully Saturated Dolostone","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Silicone and Siloxane Chemistry","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Dolostone; Phase (matter); Moduli; Mathematics; Materials science; Chemistry; Physics; Metallurgy; Carbonate; Organic chemistry","authors":[{"name":"Gautier Njiekak","is_ca":true},{"name":"Helen Yam","is_ca":true},{"name":"R. Kofman","is_ca":true},{"name":"Douglas R. Schmitt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008947258281960859,"gpt":0.2600622520822693,"spread":0.2511149938003084,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001436153,0.000571408,0.001025413,0.000235122,0.0001800056,0.00004043544,0.0004687654,0.0003428877,0.0002109837],"category_scores_gemma":[0.0002346397,0.0005138555,0.0001675836,0.0004646237,0.00002601359,0.000347085,0.0002961543,0.0003405548,0.00005557814],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001331643,"about_ca_system_score_gemma":0.00009519434,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004783687,"about_ca_topic_score_gemma":0.000002636611,"domain_scores_codex":[0.9966669,0.0002701699,0.0008809338,0.0006602062,0.0006353746,0.0008863775],"domain_scores_gemma":[0.9975373,0.0004309458,0.0006708439,0.0008177097,0.0001839884,0.0003592675],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009397817,0.0004310451,0.000007305723,0.0008687646,0.00005877171,0.000008537805,0.0004519268,0.0006957749,0.9945438,0.001320053,0.00003041639,0.0006438427],"study_design_scores_gemma":[0.003063173,0.002468721,9.52098e-7,0.0002534283,0.0002112195,0.00006678823,0.0001217385,0.03670836,0.955884,0.000740168,0.00002902572,0.000452384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9855528,0.0007015485,0.01157947,0.00007961372,0.0009027733,0.0007085064,0.0002506525,0.0001290341,0.00009560717],"genre_scores_gemma":[0.9990918,0.0002018611,0.0002394732,0.00009677451,0.00006376892,0.00006237229,0.00007290791,0.00008204181,0.00008896856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03865974,"threshold_uncertainty_score":0.9997313,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3023775874","doi":"","title":"Methodology to Determine Peak Particle Velocity In Underground Drift Developments","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Environmental science; Meteorology; Geography","authors":[{"name":"Cristian Cáceres","is_ca":true},{"name":"Rimas Thomas Pakalnis","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03671253497926109,"gpt":0.251977948244243,"spread":0.2152654132649819,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00160302,0.0006522581,0.0007731419,0.0004177205,0.0002073213,0.00007540652,0.0006532747,0.0004751792,0.0001477445],"category_scores_gemma":[0.0001457179,0.0007241293,0.0001672577,0.001102553,0.000005099794,0.0005051662,0.0004088436,0.0005624417,0.0006187795],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005163834,"about_ca_system_score_gemma":0.0000826395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000495306,"about_ca_topic_score_gemma":0.0002007182,"domain_scores_codex":[0.9958539,0.0002628428,0.0008912535,0.0006205281,0.0004923259,0.001879158],"domain_scores_gemma":[0.9981531,0.0002082389,0.00008903989,0.0007326953,0.00009774413,0.0007191873],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001164707,0.0003629866,0.0003539133,0.0002118537,0.0001872373,0.00004782078,0.002959291,0.01004339,0.942676,0.0363859,0.0005707231,0.006084403],"study_design_scores_gemma":[0.003402214,0.0003929252,0.0002540944,0.0001826698,0.0001825111,0.0001915456,0.000656601,0.3664789,0.5918686,0.01186044,0.02189581,0.002633783],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1742432,0.0006566377,0.8195593,0.0002347249,0.003528803,0.0007852849,0.00002891784,0.000599448,0.0003637211],"genre_scores_gemma":[0.9869605,0.0002259613,0.01144621,0.0005251978,0.0002459908,0.0002166517,0.00003790277,0.0001840054,0.0001576203],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8127173,"threshold_uncertainty_score":0.999521,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}