{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":26,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":26,"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":"33ae6788cedd","filters":{"venue":"48th U.S. Rock Mechanics/Geomechanics Symposium"}},"results":[{"id":"W2487551264","doi":"","title":"AE monitoring of Hydraulic Fracturing Experiments in Granite Blocks Using supercritical Co 2 , Water and Viscous Oil","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Mira Geoscience (Canada); Geoscience BC","funders":"","keywords":"Hydraulic fracturing; Supercritical fluid; Petroleum engineering; Geology; Hydraulic fluid; Geotechnical engineering; Hydraulic machinery; Engineering; Chemistry; Mechanical engineering","authors":[{"name":"Shuhei Inui","is_ca":false},{"name":"Tsuyoshi Ishida","is_ca":false},{"name":"Y. Nagaya","is_ca":false},{"name":"Yoshitaka Nara","is_ca":false},{"name":"Y. Chen","is_ca":false},{"name":"Q. Chen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01057463950294621,"gpt":0.2347938512871201,"spread":0.2242192117841739,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001280626,0.0001676865,0.0001837218,0.0003545249,0.0002118991,0.0001808566,0.0002287303,0.0003031731,0.0006655126],"category_scores_gemma":[0.000317778,0.000104503,0.00009022927,0.0002047916,0.000280859,0.0002845576,0.0002130197,0.000283298,0.0001034324],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000180235,"about_ca_system_score_gemma":0.0001459644,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002394194,"about_ca_topic_score_gemma":0.003094529,"domain_scores_codex":[0.9999245,0.000008270345,0.000004344347,0.00001206642,0.00003329302,0.00001754914],"domain_scores_gemma":[0.9997813,0.000070484,0.00003008671,0.00001648922,0.00007795769,0.00002372633],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0007455097,0.00005236065,0.004840633,0.00002959725,0.00000646595,0.00007684832,0.0001048111,0.001301473,0.988886,0.00007208837,0.00006019574,0.003824069],"study_design_scores_gemma":[0.0000294557,0.0004770764,0.03218773,0.000005344888,0.00001299585,0.00006363876,0.0001313771,0.02151842,0.9449805,0.00007091655,0.0005092308,0.00001332451],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989491,0.00001774273,0.0005617617,0.000008608304,0.000002777675,0.000004917364,0.00005686023,0.0000302921,0.0003679387],"genre_scores_gemma":[0.9992957,0.00001939961,0.0003838146,0.000003048055,0.0000010827,0.000003324029,0.00003300731,0.000004227692,0.0002563058],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002394194,"threshold_uncertainty_score":0.004760504,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2695082475","doi":"","title":"Influence of High Velocity Jet on Drilling Performance of PDC Bit under Pressurized Condition","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":12,"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":"Bit (key); Drilling; Jet (fluid); Mechanical engineering; Engineering; Petroleum engineering; Computer science; Geology; Mechanics; Physics","authors":[{"name":"Hossein Khorshidian","is_ca":true},{"name":"Stephen Butt","is_ca":true},{"name":"Farid Arvani","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005581731099257505,"gpt":0.1840268312032498,"spread":0.1784451001039923,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002190841,0.0002216042,0.0002978014,0.000236868,0.0003086045,0.0006088031,0.0002736935,0.000388198,0.002803584],"category_scores_gemma":[0.000985204,0.0001571649,0.0001464901,0.0002377454,0.0002915957,0.0005546575,0.0002575183,0.0003496827,0.00039057],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001293965,"about_ca_system_score_gemma":0.0001662122,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009973319,"about_ca_topic_score_gemma":0.00152796,"domain_scores_codex":[0.9997615,0.00001971282,0.00001696295,0.00003756492,0.00009387545,0.00007042092],"domain_scores_gemma":[0.9992591,0.0002694615,0.0000994475,0.00004212704,0.0002531728,0.00007670415],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.004464035,0.0001078221,0.009143202,0.0003222942,0.00002641281,0.0006715401,0.0004066937,0.00479514,0.963353,0.0002153841,0.0006183963,0.01587597],"study_design_scores_gemma":[0.00006981553,0.002799772,0.04566161,0.0000427058,0.00006558956,0.0002363492,0.000926994,0.0173762,0.9309925,0.0001062929,0.001660806,0.00006140048],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988002,0.0002265077,0.000304832,0.00002618306,0.00002091064,0.00000295177,0.00006104285,0.000023239,0.0005341271],"genre_scores_gemma":[0.9991583,0.0001050352,0.0001266851,0.00000982958,0.00000292319,0.000002305154,0.00006098214,0.000007935967,0.000525956],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002803584,"threshold_uncertainty_score":0.00937897,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2527985511","doi":"","title":"Modelling the Relation Between Failure Kinematics And Slope Damage in High Rock Slopes Using a Lattice Scheme Approach","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Analysis","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":"Simon Fraser University","funders":"","keywords":"Geology; Kinematics; Relation (database); Geometry; Geotechnical engineering; Mathematics; Computer science; Physics","authors":[{"name":"Mohsen Havaej","is_ca":true},{"name":"Doug Stead","is_ca":true},{"name":"Jan Mayer","is_ca":true},{"name":"Andrea Wolter","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01309696917578479,"gpt":0.1947802093091601,"spread":0.1816832401333753,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005237822,0.0003780999,0.000500823,0.0004876335,0.0003890404,0.0008014769,0.001132295,0.001151725,0.002698623],"category_scores_gemma":[0.001895967,0.0005872309,0.0004153542,0.0005981683,0.0008078226,0.0009811098,0.0007140954,0.0008761625,0.0004086781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000805101,"about_ca_system_score_gemma":0.001371997,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02336433,"about_ca_topic_score_gemma":0.02056673,"domain_scores_codex":[0.9997906,0.0000661135,0.00001237974,0.00002775259,0.00006474342,0.00003847521],"domain_scores_gemma":[0.999154,0.0004213705,0.0001448346,0.00006561446,0.0001426809,0.00007148125],"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":[0.00001104258,0.0000151068,0.0007246914,0.000005796331,0.000003246313,0.00001473634,0.00001297519,0.9960846,0.0004621247,0.001619373,0.00003700805,0.00100929],"study_design_scores_gemma":[0.000001877228,0.000003719536,0.00008701372,7.442968e-7,6.293759e-7,0.000001839589,0.00000269286,0.9994324,0.00004568426,0.0003952004,0.00002669351,0.000001537612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5214983,0.0001911413,0.4691431,0.0002822244,0.00006185838,0.00005769652,0.0001763987,0.0003284326,0.008260868],"genre_scores_gemma":[0.9781001,0.00009313053,0.01870895,0.00001632332,0.000008322471,0.00003587333,0.0000537524,0.00003990761,0.002943685],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02336433,"threshold_uncertainty_score":0.04645669,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2613521023","doi":"","title":"Elastic and Plastic Mechanical Properties of Liquids-Rich Unconventional Shales and Their Implications for Hydraulic Fracturing and Proppant Embedment: A Case Study of the Nordegg Member in Alberta, Canada","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Hydraulic fracturing; Geology; Embedment; Petroleum engineering; Geotechnical engineering; Oil shale","authors":[{"name":"Albert Cui","is_ca":false},{"name":"Kent C. Glover","is_ca":false},{"name":"Raphael A.J. Wüst","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0109441261568498,"gpt":0.2027326647515775,"spread":0.1917885385947277,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002352329,0.0002899523,0.0002129168,0.00120047,0.001585017,0.001304448,0.0007266935,0.0005688003,0.001507501],"category_scores_gemma":[0.0004729656,0.0002316572,0.0001825794,0.00150491,0.001360265,0.0003730347,0.0004530449,0.0002699129,0.0001582655],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005564561,"about_ca_system_score_gemma":0.003147491,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7424772,"about_ca_topic_score_gemma":0.9347293,"domain_scores_codex":[0.9998147,0.00001181131,0.000005102578,0.00001464836,0.00009826218,0.00005551146],"domain_scores_gemma":[0.999806,0.00005348228,0.00002274625,0.000008510327,0.00007841641,0.00003081054],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"case_report","study_design_scores_codex":[0.001085724,0.0006960672,0.7093498,0.0002432419,0.0001560506,0.01613752,0.01068295,0.1200118,0.06978809,0.005252646,0.001905682,0.06469034],"study_design_scores_gemma":[0.00002530534,0.0001462867,0.911889,0.00004325388,0.00004708195,0.0006563833,0.02819545,0.04534701,0.01020727,0.0007299954,0.002654483,0.00005853027],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983373,0.00002407137,0.00008872672,0.0000216081,5.14191e-7,0.000006256553,0.00008059476,0.000003094815,0.001437852],"genre_scores_gemma":[0.9989956,0.00003123993,0.00008759083,0.000002679988,2.520468e-7,0.000001517842,0.00003574373,0.000001845628,0.0008435434],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2575228,"threshold_uncertainty_score":0.5180788,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W623148563","doi":"","title":"The Effect of Proppant Size on Hydraulic Fracturing by a Slurry","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir 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 British Columbia","funders":"","keywords":"Hydraulic fracturing; Petroleum engineering; Slurry; Geology; Comminution; Geotechnical engineering; Environmental science; Materials science; Metallurgy; Environmental engineering","authors":[{"name":"Egor Dontsov","is_ca":true},{"name":"Anthony Peirce","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003129700047634766,"gpt":0.1887924143613972,"spread":0.1856627143137624,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002597121,0.0001816644,0.0001830036,0.0002372975,0.0002180599,0.00042711,0.0002593723,0.0002904548,0.004137181],"category_scores_gemma":[0.001841503,0.0001821398,0.000184147,0.0001432742,0.0002590903,0.0005805386,0.0002701039,0.0002683142,0.000421318],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000210943,"about_ca_system_score_gemma":0.0001926029,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001034233,"about_ca_topic_score_gemma":0.001625711,"domain_scores_codex":[0.9998763,0.00002238788,0.00001013858,0.0000196727,0.00003555691,0.00003605105],"domain_scores_gemma":[0.9983557,0.001202077,0.0001105762,0.000057349,0.0001785128,0.00009583124],"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":[0.00598663,0.0003630308,0.01388783,0.0002363626,0.00004158106,0.0007143327,0.0001437184,0.01342952,0.9257542,0.0003362316,0.0006045363,0.03850203],"study_design_scores_gemma":[0.0001628968,0.006474251,0.06092986,0.00002915725,0.0001031301,0.0003493321,0.0004204397,0.03077319,0.8985215,0.000269493,0.00191331,0.00005339375],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981197,0.0001731321,0.0003570901,0.00003710166,0.00002001998,0.000005109092,0.00004838624,0.00002311706,0.001216444],"genre_scores_gemma":[0.9992079,0.00008151369,0.0001748464,0.00001611344,0.000005070085,0.000002790676,0.00004453341,0.00001216387,0.000454963],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004137181,"threshold_uncertainty_score":0.01384026,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2508637529","doi":"","title":"Gas Release Mechanisms from Energy Wellbores","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir 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 Waterloo","funders":"","keywords":"Energy (signal processing); Physics","authors":[{"name":"R. Jackson","is_ca":false},{"name":"Maurice B. Dusseault","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004557140901859253,"gpt":0.1787397406023831,"spread":0.1741825997005239,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001967354,0.000267629,0.0004223053,0.0005251482,0.0005144243,0.0008141234,0.0004220357,0.0005916486,0.004160651],"category_scores_gemma":[0.0004546072,0.0002925974,0.0002170377,0.0002196466,0.0003651492,0.001037779,0.0005378895,0.0002664329,0.0003564486],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005716768,"about_ca_system_score_gemma":0.0002293339,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004084963,"about_ca_topic_score_gemma":0.004899492,"domain_scores_codex":[0.9998866,0.000006873144,0.000005544311,0.00002267598,0.00002166913,0.00005655552],"domain_scores_gemma":[0.9998275,0.00005523514,0.00002666108,0.00001731594,0.00003764566,0.00003559545],"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":[0.005878795,0.0003734132,0.08774395,0.0004943255,0.0001789381,0.007482045,0.001605934,0.1687844,0.6596925,0.02464562,0.003295725,0.03982436],"study_design_scores_gemma":[0.0005525362,0.001799223,0.2505583,0.0001115352,0.0002174806,0.001071841,0.004946218,0.4597314,0.2634222,0.008625654,0.008710936,0.0002526589],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942079,0.0002465021,0.001984748,0.0001149103,0.00001325295,0.00001360232,0.0001217605,0.00006817838,0.003229204],"genre_scores_gemma":[0.9987283,0.00005581106,0.0001056907,0.000005657014,0.000001527223,0.00000264136,0.00003848861,0.000007488868,0.001054407],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004160651,"threshold_uncertainty_score":0.01391876,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2793470414","doi":"","title":"Robustness of Interference Fractures that Promote Simultaneous Growth of Multiple Hydraulic Fractures","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir 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 British Columbia","funders":"","keywords":"Robustness (evolution); Interference (communication); Computer science; Geology; Telecommunications; Chemistry","authors":[{"name":"Anthony Peirce","is_ca":true},{"name":"Andrew P. Bunger","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007479136793450458,"gpt":0.2096944806419284,"spread":0.202215343848478,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003933117,0.0003688171,0.0004843843,0.0004353694,0.000449402,0.001067639,0.0005893439,0.0006573441,0.003478469],"category_scores_gemma":[0.002344776,0.0004374741,0.0003800586,0.0001609103,0.0005732573,0.0006679145,0.001120236,0.0007170567,0.0005714374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005204327,"about_ca_system_score_gemma":0.0005123092,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008635247,"about_ca_topic_score_gemma":0.001694497,"domain_scores_codex":[0.9996319,0.00003048361,0.00002222055,0.00008564306,0.000109429,0.000120363],"domain_scores_gemma":[0.9988,0.0003150682,0.0002568816,0.0002177622,0.0001407752,0.0002696003],"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":[0.0006358055,0.0002084783,0.00269275,0.0001277031,0.00006030157,0.0002823494,0.00005664889,0.05744741,0.9164463,0.006478435,0.0009888801,0.01457489],"study_design_scores_gemma":[0.0001730297,0.0009147443,0.01102008,0.0000367457,0.00009799899,0.0003789838,0.0002324199,0.3398373,0.6361938,0.006738717,0.00427852,0.00009768343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9752587,0.0003370869,0.01770213,0.0001871039,0.00008318092,0.0000245822,0.0001893085,0.0004494364,0.005768498],"genre_scores_gemma":[0.9982822,0.00006882547,0.001102375,0.00002949689,0.00000662755,0.00001388428,0.00007067856,0.00003502345,0.0003909595],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003478469,"threshold_uncertainty_score":0.01163661,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2724682714","doi":"","title":"Obtaining Reliable Estimates of Intact Tensile Strength","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Innovations in Concrete and Construction Materials","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":"Hatch (Canada)","funders":"","keywords":"Ultimate tensile strength; Computer science; Forensic engineering; Materials science; Composite material; Engineering","authors":[{"name":"John Langford","is_ca":true},{"name":"Matthew A. Perras","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008230939038290454,"gpt":0.2067528480664191,"spread":0.1985219090281286,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001380323,0.001547269,0.000930258,0.002568606,0.0004562533,0.001199463,0.001904787,0.001599261,0.002780497],"category_scores_gemma":[0.01358662,0.0009217475,0.0005604455,0.001077811,0.0006865188,0.003270326,0.001837527,0.001665539,0.003949077],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003203822,"about_ca_system_score_gemma":0.0004812982,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001144834,"about_ca_topic_score_gemma":0.002380783,"domain_scores_codex":[0.9985166,0.0002528439,0.00009220432,0.0004851659,0.0005528098,0.0001003505],"domain_scores_gemma":[0.9913536,0.00263113,0.001161517,0.002317513,0.002364732,0.0001715063],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006460883,0.0001987373,0.04628446,0.0005710018,0.0004188461,0.00066013,0.0002751666,0.2448768,0.1804935,0.0214539,0.01086645,0.4932549],"study_design_scores_gemma":[0.00003000354,0.0001899314,0.02375231,0.00005963794,0.00007131514,0.0003097356,0.0000757848,0.8712088,0.0755921,0.02222804,0.006347016,0.0001352627],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0685735,0.0005839461,0.9228311,0.00008321711,0.00007433776,0.00002364846,0.001681852,0.002276666,0.003871784],"genre_scores_gemma":[0.6853082,0.0007283079,0.3044099,0.00006537852,0.0001667262,0.0001170505,0.005420967,0.000535709,0.003247751],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002780497,"threshold_uncertainty_score":0.009301662,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2614349876","doi":"","title":"Effects of Formation Anisotropy on Borehole Stress Concentrations: Implications to Drilling Induced Tensile Fractures","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well Engineering","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 Alberta","funders":"","keywords":"Borehole; Drilling; Ultimate tensile strength; Anisotropy; Geology; Stress (linguistics); Geotechnical engineering; Materials science; Composite material; Metallurgy; Physics","authors":[{"name":"Qingfeng Jia","is_ca":true},{"name":"Douglas R. Schmitt","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006235899126848229,"gpt":0.2071331833202953,"spread":0.2008972841934471,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000366461,0.0001836521,0.0002079315,0.0002834077,0.0004786619,0.0006899471,0.0002407122,0.0004297176,0.001625215],"category_scores_gemma":[0.002645554,0.0002469108,0.0001602949,0.0002872534,0.0006943081,0.0006687313,0.0005298783,0.0004647063,0.0001591234],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000590205,"about_ca_system_score_gemma":0.000541954,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004693683,"about_ca_topic_score_gemma":0.007563961,"domain_scores_codex":[0.9997181,0.00005159291,0.000022933,0.0000518589,0.00008151511,0.00007405293],"domain_scores_gemma":[0.9984628,0.0005322419,0.0003622732,0.0001831289,0.0003372402,0.0001223278],"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":[0.002498527,0.0004891561,0.3344889,0.000135772,0.00006855218,0.00102582,0.0004050746,0.09565593,0.5250128,0.003700503,0.0006722034,0.03584686],"study_design_scores_gemma":[0.0001709218,0.000672673,0.7226781,0.00003080775,0.0001017654,0.0006319296,0.0009318846,0.1055677,0.1652367,0.002740418,0.001153945,0.00008306391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953995,0.00008814007,0.002186157,0.0001669921,0.000008743861,0.000007384108,0.0001121395,0.00005810766,0.001972744],"genre_scores_gemma":[0.9997689,0.00001911458,0.0001297792,0.000004344491,8.034432e-7,8.91705e-7,0.00001109681,0.000004424597,0.00006071004],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004693683,"threshold_uncertainty_score":0.009332716,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2741204933","doi":"","title":"The Stress Ratio Effect on Hydraulic Fracturing in the Presence of Natural Fractures","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","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 Waterloo","funders":"","keywords":"Hydraulic fracturing; Natural (archaeology); Stress (linguistics); Geology; Geotechnical engineering; Petroleum engineering","authors":[{"name":"Atena Pirayehgar","is_ca":true},{"name":"Maurice B. Dusseault","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003911473975156858,"gpt":0.2081289525109438,"spread":0.204217478535787,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006378107,0.0002495366,0.0002983112,0.0005699772,0.0001932753,0.0004997858,0.0003695008,0.0004309698,0.002826578],"category_scores_gemma":[0.005090087,0.0001677967,0.000248169,0.0002211978,0.0005135863,0.0007332524,0.0003211263,0.0002618778,0.0004151355],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001898055,"about_ca_system_score_gemma":0.0001859231,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001149553,"about_ca_topic_score_gemma":0.001377645,"domain_scores_codex":[0.9996618,0.00009049096,0.00003154094,0.00005058729,0.00008947229,0.00007601515],"domain_scores_gemma":[0.9960954,0.002849921,0.00037303,0.0001417383,0.0003601827,0.0001798542],"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":[0.009964666,0.000806364,0.1607381,0.0006036499,0.0002486334,0.004498841,0.0004926751,0.2226073,0.5126587,0.003826965,0.001017641,0.08253649],"study_design_scores_gemma":[0.0002115825,0.003924517,0.2546904,0.00009115505,0.000430481,0.002890243,0.00108588,0.4458876,0.2869106,0.00267459,0.001002668,0.0002004479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974005,0.0001785286,0.001039072,0.00004003622,0.00001225655,0.000003351625,0.000058708,0.00003833647,0.001229136],"genre_scores_gemma":[0.9997756,0.00002796738,0.0001010592,0.000003338291,0.000003008991,6.230652e-7,0.00001351292,0.000005244191,0.00006972465],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002826578,"threshold_uncertainty_score":0.0094558,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2491528619","doi":"","title":"An Aleatory Model for In-Situ Stress Variability: Application to two Dimensional Stress","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Structural Health Monitoring Techniques","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":"Stress (linguistics)","authors":[{"name":"Ke Gao","is_ca":true},{"name":"J. P. Harrison","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01145090609811626,"gpt":0.262863259834285,"spread":0.2514123537361688,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006859148,0.0007263082,0.0006287052,0.0003878631,0.0004895201,0.001128168,0.001715571,0.001360128,0.00161803],"category_scores_gemma":[0.002716931,0.0004252302,0.0007107259,0.0005863209,0.0005703393,0.001130334,0.0009456087,0.001153037,0.0003255525],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004622042,"about_ca_system_score_gemma":0.001149853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01013788,"about_ca_topic_score_gemma":0.008854721,"domain_scores_codex":[0.9998496,0.00003048298,0.00001362667,0.00004930815,0.00004090433,0.0000160991],"domain_scores_gemma":[0.9994369,0.0002510783,0.00008364554,0.00009250395,0.0001034892,0.00003234926],"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":[0.00003511566,0.00004200046,0.001305524,0.00001762062,0.00002122038,0.00004427797,0.00004267619,0.9825749,0.002102677,0.002855815,0.0003250371,0.01063317],"study_design_scores_gemma":[0.000002752818,0.000004447718,0.0001033002,0.000001137538,0.000002357365,0.000005059853,0.00000164291,0.9991601,0.0001223001,0.0004947801,0.00009950927,0.000002618082],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04852159,0.00009453024,0.948143,0.0002006273,0.00005040863,0.00002666144,0.0002521261,0.0008630691,0.001848021],"genre_scores_gemma":[0.8963502,0.0002161229,0.09839909,0.00009240177,0.0000590665,0.0001451204,0.0004095233,0.0003125448,0.004015965],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01013788,"threshold_uncertainty_score":0.02015775,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2977897954","doi":"","title":"Fracture Development and Mechanism in Shale Cores by Viscous Oil, Water and L- Co 2 Injection","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydrocarbon exploration and reservoir analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Mira Geoscience (Canada); Geoscience BC","funders":"","keywords":"Oil shale; Petroleum engineering; Fracture (geology); Geology; Mechanism (biology); Tight oil; Water injection (oil production); Geotechnical engineering; Paleontology; Philosophy; Epistemology","authors":[{"name":"Ziad Bennour","is_ca":false},{"name":"Tsuyoshi Ishida","is_ca":false},{"name":"Y. Nagaya","is_ca":false},{"name":"Yoshitaka Nara","is_ca":false},{"name":"Y. Chen","is_ca":false},{"name":"Q. Chen","is_ca":true},{"name":"Yusuke Nakayama","is_ca":true},{"name":"Kotaro Sekine","is_ca":false},{"name":"Yu Nagano","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005531812652420938,"gpt":0.1938643457758485,"spread":0.1883325331234276,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001612459,0.0001261867,0.0001735117,0.0004577566,0.0002449903,0.0003359791,0.0002033868,0.0003095339,0.001357628],"category_scores_gemma":[0.0004001773,0.0002379039,0.0001771562,0.0001753016,0.0003628235,0.0001504553,0.0002137031,0.0002309183,0.0001348263],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005004673,"about_ca_system_score_gemma":0.0004087127,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009143471,"about_ca_topic_score_gemma":0.01637954,"domain_scores_codex":[0.9999343,0.000006606473,0.000003372017,0.00001041229,0.00001865199,0.00002673206],"domain_scores_gemma":[0.9997583,0.00005765203,0.00005153234,0.0000119402,0.00006910238,0.0000514413],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.003072865,0.000244313,0.05754566,0.00006318461,0.00003125217,0.0005889951,0.0003214149,0.01319735,0.9121495,0.0004678552,0.0002648676,0.0120527],"study_design_scores_gemma":[0.000118534,0.001568483,0.4466868,0.00003245111,0.00004834878,0.0003003062,0.0005305767,0.09534174,0.4540372,0.0003053019,0.0009692885,0.00006100934],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994897,0.00002556928,0.0001760337,0.000006266446,0.000001339294,0.000002884288,0.00003073832,0.000009777074,0.0002578146],"genre_scores_gemma":[0.9994544,0.00001469864,0.0001157606,0.000003014891,4.590284e-7,0.000002378905,0.00002749999,0.000002322261,0.0003794856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009143471,"threshold_uncertainty_score":0.01818049,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2483535847","doi":"","title":"The Direct and Brazilian Tensile Strength of Rock In the Light of Size Effect and Bimodularity","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":4,"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":"Ultimate tensile strength; Materials science; Composite material; Geology","authors":[{"name":"Renani H. Rafiei.","is_ca":true},{"name":"C. Derek Martin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003622130958687837,"gpt":0.1869345721352299,"spread":0.1833124411765421,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003788448,0.0002747395,0.0003167125,0.001270636,0.0003487781,0.0008076232,0.0008448421,0.0003656348,0.008260973],"category_scores_gemma":[0.002253392,0.0002061744,0.00018172,0.0006247971,0.001572385,0.001756187,0.001084155,0.0005046072,0.000702139],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000369389,"about_ca_system_score_gemma":0.0003581216,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001460633,"about_ca_topic_score_gemma":0.00344231,"domain_scores_codex":[0.9996884,0.00003110799,0.00001158846,0.0001078431,0.0001192746,0.0000418168],"domain_scores_gemma":[0.9989317,0.000294297,0.0001681156,0.0001925226,0.0002700888,0.0001432937],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008805981,0.0003879387,0.08123051,0.0005511791,0.000192436,0.001420082,0.0007393436,0.05467779,0.311341,0.3559569,0.003875755,0.1887465],"study_design_scores_gemma":[0.00008039091,0.0009897134,0.4369537,0.0001472871,0.00019514,0.003400147,0.002063981,0.1818225,0.1484828,0.2016749,0.02388147,0.0003079508],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9377947,0.001095713,0.01052572,0.0002911877,0.0001186823,0.00001069633,0.0003287355,0.00007497285,0.04975959],"genre_scores_gemma":[0.9962041,0.0001355209,0.0006839646,0.00002088155,0.0000152725,0.000005086416,0.00005775745,0.00001460716,0.0028627],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008260973,"threshold_uncertainty_score":0.02763569,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2597524878","doi":"","title":"Component and System Deformation Properties of Complex Rockmasses with Healed Structure","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":4,"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":"Component (thermodynamics); Deformation (meteorology); Mathematics; Computer science; Composite material; Materials science; Physics","authors":[{"name":"Jennifer J. Day","is_ca":true},{"name":"Diederichs","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008092093398359939,"gpt":0.1650501146997141,"spread":0.1569580213013542,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002519495,0.0001627023,0.0002206541,0.0007275452,0.0001833907,0.000442905,0.0003032054,0.0002690876,0.002198909],"category_scores_gemma":[0.00119729,0.0001732243,0.000163559,0.0004478496,0.0005806186,0.000489958,0.0002584163,0.0001671034,0.0002190965],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002491368,"about_ca_system_score_gemma":0.0001755165,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004213379,"about_ca_topic_score_gemma":0.003436539,"domain_scores_codex":[0.9999259,0.0000107423,0.000006531629,0.00001923614,0.00002480538,0.00001282795],"domain_scores_gemma":[0.9995617,0.0001454672,0.0000726777,0.00008182104,0.000090284,0.00004793799],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001565845,0.0002923062,0.1281297,0.0001453489,0.0001644698,0.0008336556,0.0006562733,0.6958407,0.1165834,0.007780306,0.001368039,0.04664001],"study_design_scores_gemma":[0.00002254086,0.0002548753,0.1001974,0.000007635121,0.00002547867,0.0001845332,0.0001984806,0.8874369,0.009992475,0.001296628,0.0003560949,0.00002698699],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968971,0.00002492344,0.002183975,0.00001489812,0.000002200989,0.000005051697,0.000102101,0.00003404082,0.0007356663],"genre_scores_gemma":[0.9994568,0.000008290983,0.0002133144,0.000001211218,6.658305e-7,0.000001996001,0.000080597,0.000006289643,0.0002308407],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004213379,"threshold_uncertainty_score":0.008377731,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2914611874","doi":"","title":"Semi-Analytical Model of an Umbrella Arch Employed in Hydrostatic Tunnelling Conditions","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Civil and Geotechnical Engineering Research","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Quantum tunnelling; Arch; Geology; Engineering; Physics; Structural engineering; Condensed matter physics","authors":[{"name":"Jeffrey Oke","is_ca":true},{"name":"Nicholas Vlachopoulos","is_ca":true},{"name":"Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01799518305984475,"gpt":0.2497480242177729,"spread":0.2317528411579282,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000185517,0.0005300162,0.0007040389,0.0005893091,0.0008287154,0.001304235,0.002025425,0.002321129,0.008586289],"category_scores_gemma":[0.0004831133,0.0005285471,0.0005538725,0.0005515279,0.0007832544,0.0007314644,0.0006570335,0.0006258129,0.001628946],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008049717,"about_ca_system_score_gemma":0.001383732,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01697333,"about_ca_topic_score_gemma":0.01047312,"domain_scores_codex":[0.9998593,0.00002862539,0.000007782815,0.00003162085,0.00004811498,0.00002451057],"domain_scores_gemma":[0.9998019,0.00005308945,0.00003230271,0.00001995987,0.00007199042,0.00002078309],"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":[0.00004593796,0.00003035521,0.0004001429,0.00005917968,0.00001046895,0.0001912522,0.000066491,0.9842784,0.00420739,0.006747642,0.0007371604,0.003225656],"study_design_scores_gemma":[0.000008053503,0.00001580382,0.0001961282,0.000007939654,0.000005112512,0.00003376131,0.00002492796,0.9979756,0.000290782,0.0006271133,0.0008061925,0.000008450968],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2203025,0.0008708203,0.5751956,0.001043698,0.0004199582,0.00025178,0.003816366,0.002440255,0.195659],"genre_scores_gemma":[0.9357625,0.0004719755,0.0154832,0.0001021675,0.00004582492,0.0002279716,0.000592858,0.0001397663,0.04717386],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01697333,"threshold_uncertainty_score":0.03374904,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3020952920","doi":"","title":"A Sequential Gaussian Simulation Approach To Modelling Rock Mass Heterogeneity","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Reservoir Engineering and Simulation Methods","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":"Simon Fraser University","funders":"","keywords":"Geology; Computer science","authors":[{"name":"Jan Mayer","is_ca":true},{"name":"Doug Stead","is_ca":true},{"name":"I. de Bruyn","is_ca":false},{"name":"Maciej Nowak","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02693002384814652,"gpt":0.253953346852587,"spread":0.2270233230044404,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009941288,0.0004881891,0.0008441419,0.0006030509,0.0005104452,0.00074681,0.001992573,0.001120395,0.002306513],"category_scores_gemma":[0.003268333,0.0006458453,0.0008100681,0.0009484428,0.0008371885,0.0009472006,0.00134748,0.0009049126,0.0003491288],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001031749,"about_ca_system_score_gemma":0.001669723,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03846392,"about_ca_topic_score_gemma":0.02226761,"domain_scores_codex":[0.999594,0.0001226523,0.00002350426,0.00007889292,0.0001244369,0.00005655024],"domain_scores_gemma":[0.9987565,0.000692622,0.0001269753,0.00009385382,0.0002271268,0.0001028531],"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":[0.00002436668,0.00001152688,0.000293409,0.000007224336,0.000009797055,0.00002207084,0.00001724912,0.9894016,0.0003240931,0.007121847,0.0001611846,0.002605664],"study_design_scores_gemma":[0.00000264764,0.000002622157,0.00002084608,3.687894e-7,0.000001146231,0.000001709456,0.000001050334,0.9989799,0.00003827488,0.0008650459,0.00008508694,0.000001321575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03003472,0.000109975,0.9657617,0.0001942289,0.00004563579,0.00004796128,0.0001347123,0.0003220071,0.003349042],"genre_scores_gemma":[0.8420988,0.0002902521,0.148642,0.0001170373,0.00007314452,0.0002178737,0.0002867424,0.00021802,0.008056132],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.03846392,"threshold_uncertainty_score":0.07648009,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2517301156","doi":"","title":"Characterizing Uniaxial Compressive Strength Using Bayesian Updating","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Fatigue and fracture mechanics","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 Toronto","funders":"","keywords":"Compressive strength; Bayesian probability; Computer science; Artificial intelligence; Geology; Materials science; Composite material","authors":[{"name":"Nezam Bozorgzadeh","is_ca":true},{"name":"J. P. Harrison","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01008461984971353,"gpt":0.2099784349309352,"spread":0.1998938150812217,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001827624,0.0007312343,0.0008482549,0.001194018,0.0003478445,0.001381669,0.001370981,0.001145544,0.001391541],"category_scores_gemma":[0.01152084,0.0007426518,0.0004775719,0.0009386655,0.000721972,0.001953351,0.001055629,0.001203422,0.000399628],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008594098,"about_ca_system_score_gemma":0.0009973187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01068793,"about_ca_topic_score_gemma":0.01861222,"domain_scores_codex":[0.9993156,0.0001954426,0.00003485717,0.0001767332,0.0002125059,0.00006483887],"domain_scores_gemma":[0.9958402,0.002677421,0.0004456852,0.0003264328,0.0006005455,0.000109736],"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":[0.0001539889,0.00009819282,0.01305918,0.00009104592,0.0001254247,0.00007199537,0.00008088946,0.8802571,0.005028753,0.01654526,0.001961735,0.08252648],"study_design_scores_gemma":[0.000005901712,0.000008173884,0.001046432,0.00000624858,0.00000813857,0.00001377673,0.00000473645,0.9911378,0.0006155696,0.006914434,0.0002297367,0.000009031406],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1345722,0.0006414467,0.8577038,0.0005796115,0.00003951241,0.00006141188,0.0005488413,0.0004563154,0.005396891],"genre_scores_gemma":[0.9291559,0.0004107266,0.06653011,0.000146776,0.00007334205,0.00008007241,0.0008044321,0.00009267009,0.002705927],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01068793,"threshold_uncertainty_score":0.0212515,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2735771083","doi":"","title":"Modeling of Stress-Induced Permeability Change With Progressive Damage in Intact Rock Using a Micro-Mechanical Approach","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","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":"Permeability (electromagnetism); Stress (linguistics); Geology; Geotechnical engineering; Chemistry","authors":[{"name":"K. Farahmand","is_ca":true},{"name":"Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02739542733542924,"gpt":0.234791714116459,"spread":0.2073962867810298,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001701777,0.0003383613,0.0003873856,0.0003905359,0.0003359972,0.0005956761,0.0009498781,0.001293513,0.001532416],"category_scores_gemma":[0.0007643448,0.0003899728,0.0004378435,0.0002918499,0.0006424348,0.0006675724,0.0003962544,0.000453475,0.000242389],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006792076,"about_ca_system_score_gemma":0.0008080332,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01421195,"about_ca_topic_score_gemma":0.009705748,"domain_scores_codex":[0.9999057,0.00001458946,0.00000573976,0.00001784775,0.00003375523,0.00002233543],"domain_scores_gemma":[0.9997918,0.00007232544,0.00004601469,0.00002215254,0.00004044453,0.0000273344],"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":[0.00001934618,0.0000264706,0.0005255889,0.00001493053,0.000006026788,0.00009253642,0.00002156005,0.9911422,0.005205579,0.001160332,0.00009013733,0.00169533],"study_design_scores_gemma":[0.000001989887,0.000006506715,0.0002332358,9.791422e-7,0.000001469642,0.00001070814,0.000005286896,0.9991239,0.0003663859,0.0001835937,0.00006362904,0.000002300288],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7457419,0.0007302334,0.2243743,0.0008378593,0.0001026966,0.0001295226,0.0004277704,0.0007279066,0.02692775],"genre_scores_gemma":[0.9909106,0.0001707173,0.005198587,0.00002586754,0.00000924957,0.00003477985,0.00004155439,0.0000358028,0.003572836],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01421195,"threshold_uncertainty_score":0.02825844,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2734555105","doi":"","title":"A Numerical Analysis of Stress Path and Rock Mass Damage in Open Pit Rock Slopes","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining 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":"Queen's University","funders":"","keywords":"Geology; Rock mass classification; Geotechnical engineering; Stress (linguistics); Mining engineering; Stress path; Rockfall; Open-pit mining; Petrology; Landslide","authors":[{"name":"F.I. Duran","is_ca":true},{"name":"Diederichs","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00757198941328443,"gpt":0.2047045360547538,"spread":0.1971325466414694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002897824,0.0002121726,0.000259494,0.0006313367,0.0003838688,0.0005663675,0.0006614418,0.0008756366,0.002391719],"category_scores_gemma":[0.001874045,0.0002997126,0.0003039768,0.0005191294,0.0006847865,0.000463243,0.0003908477,0.0003972449,0.0001893244],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007076134,"about_ca_system_score_gemma":0.000667547,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01506697,"about_ca_topic_score_gemma":0.01318343,"domain_scores_codex":[0.9999051,0.00002000222,0.000005024882,0.00001259039,0.0000362047,0.0000209967],"domain_scores_gemma":[0.9994355,0.0002914224,0.00007581884,0.00004202292,0.0001023296,0.0000529719],"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":[0.00008189479,0.0001323682,0.006009489,0.00003093681,0.00001557428,0.00014231,0.00006999612,0.9805602,0.002955655,0.002452169,0.0004445044,0.007104904],"study_design_scores_gemma":[0.000006693317,0.00002318518,0.001587325,0.0000026284,0.000002084916,0.0000159484,0.00002251508,0.9977795,0.0001733,0.0002862556,0.000096575,0.000003894323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9793777,0.0001357544,0.01304988,0.0001888999,0.00002691688,0.00002820196,0.0001212698,0.0001040374,0.006967305],"genre_scores_gemma":[0.9958032,0.00004319649,0.002818545,0.00001110965,0.000005698118,0.00001080515,0.000041043,0.00001364183,0.001252856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01506697,"threshold_uncertainty_score":0.02995855,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2724386575","doi":"","title":"Logistic Regression in Hard Rock Pillar Design","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Analysis","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; PricewaterhouseCoopers (Canada)","funders":"","keywords":"Logistic regression; Geology; Computer science; Mathematics; Statistics","authors":[{"name":"A. M. Tomory","is_ca":true},{"name":"J. Carvalho","is_ca":false},{"name":"Małgorzata Kowalczyk","is_ca":true},{"name":"B. Tomory","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01618227803730468,"gpt":0.2086099090335927,"spread":0.192427630996288,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007385096,0.00113347,0.001460949,0.001340741,0.0004734735,0.001412265,0.0017119,0.001279744,0.005743089],"category_scores_gemma":[0.02880648,0.001055965,0.001025972,0.001393757,0.0008322004,0.001558434,0.001935951,0.001966676,0.001409023],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007861213,"about_ca_system_score_gemma":0.001340784,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005826309,"about_ca_topic_score_gemma":0.005498589,"domain_scores_codex":[0.9948012,0.003683651,0.0001674257,0.0005435396,0.0005734476,0.0002307227],"domain_scores_gemma":[0.9786099,0.01834444,0.0007950781,0.0005342006,0.00146603,0.0002503328],"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":[0.000303366,0.00008675538,0.006544231,0.0001666106,0.0001298246,0.0000819705,0.00005095958,0.863717,0.000651636,0.008920951,0.002055729,0.1172909],"study_design_scores_gemma":[0.00001411206,0.00005063592,0.0006138157,0.0000111654,0.00001003072,0.00001060823,0.00001162417,0.9952269,0.0002177528,0.003257654,0.0005665349,0.000009233086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.048789,0.001851998,0.9448422,0.001037875,0.00009422091,0.00008195342,0.0002098756,0.000466898,0.002626093],"genre_scores_gemma":[0.7850652,0.00165548,0.1968694,0.0002661378,0.0003007778,0.0003666099,0.0006969989,0.0003654678,0.01441395],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007385096,"threshold_uncertainty_score":0.03905654,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2734674048","doi":"","title":"Interaction of Multiple Fluid-Driven Fractures with Pre-Existing Discontinuities","year":2014,"lang":"en","type":"article","venue":"48th 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 British Columbia","funders":"","keywords":"Classification of discontinuities; Geology; Computer science; Mathematics; Mathematical analysis","authors":[{"name":"Johnathan A. Napier","is_ca":false},{"name":"Anthony Peirce","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007466947660777196,"gpt":0.2063700849418601,"spread":0.1989031372810829,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002527189,0.00039872,0.0007662544,0.0007402855,0.001036057,0.001514986,0.001025819,0.001634958,0.003304638],"category_scores_gemma":[0.001240026,0.000601741,0.0005303402,0.0002882311,0.001113725,0.001028034,0.002219188,0.001248752,0.0003896354],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008406951,"about_ca_system_score_gemma":0.0009489955,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003124436,"about_ca_topic_score_gemma":0.003441863,"domain_scores_codex":[0.9997138,0.00002671287,0.00001006515,0.00005533372,0.00007814745,0.0001159589],"domain_scores_gemma":[0.9993836,0.0002152281,0.00007233605,0.00004325533,0.00006313476,0.0002225266],"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":[0.001104116,0.0008548173,0.01379631,0.0001347334,0.0001935338,0.004696214,0.0005183957,0.8278536,0.1177608,0.01114876,0.001662176,0.0202767],"study_design_scores_gemma":[0.0001008936,0.0002552943,0.004904936,0.00001531424,0.00003137403,0.0002245198,0.0003284143,0.9813447,0.009523608,0.002372764,0.0008417096,0.00005651889],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9776593,0.00014826,0.01692758,0.0003293562,0.000097529,0.0000396783,0.00008694518,0.0001420326,0.004569318],"genre_scores_gemma":[0.996769,0.00004866822,0.001664609,0.00002215953,0.0000132148,0.00001151722,0.00002980776,0.00001434796,0.001426774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003304638,"threshold_uncertainty_score":0.01105511,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2595517258","doi":"","title":"Application to Intact Rock of the Ottosen Peak Strength Criterion","year":2014,"lang":"en","type":"article","venue":"48th 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":"University of Toronto","funders":"","keywords":"Geology; Geotechnical engineering; Mathematics; Mineralogy","authors":[{"name":"A. El Matarawi","is_ca":true},{"name":"J. P. Harrison","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006733546696314557,"gpt":0.2045513051225635,"spread":0.1978177584262489,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002378726,0.0002232762,0.0002902524,0.0007908025,0.0002775053,0.000609073,0.0003456853,0.0002647381,0.003342383],"category_scores_gemma":[0.001741024,0.00008489147,0.0002132632,0.0004719226,0.0004827476,0.0003562064,0.0005525369,0.0002950826,0.0002409158],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000523071,"about_ca_system_score_gemma":0.0008365171,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01593327,"about_ca_topic_score_gemma":0.02485502,"domain_scores_codex":[0.9998879,0.0000181726,0.000006717081,0.0000193405,0.00004838093,0.0000195061],"domain_scores_gemma":[0.9997256,0.0001383793,0.00002027879,0.00002099735,0.00007703048,0.00001771554],"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":[0.0001546695,0.00007907916,0.00992214,0.0001660742,0.00003633514,0.0005979929,0.0002300255,0.6011209,0.03854648,0.1344037,0.002890354,0.2118523],"study_design_scores_gemma":[0.00001024457,0.00004981058,0.004131624,0.00002009139,0.00001362998,0.000193677,0.0001883634,0.9373304,0.009476866,0.04237112,0.006191919,0.00002224941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4444862,0.00118722,0.4621379,0.0005610781,0.0001118249,0.00008579927,0.0003411488,0.0003832977,0.09070554],"genre_scores_gemma":[0.9759128,0.0002486302,0.01790463,0.00001589907,0.00001518357,0.00001156928,0.00005925727,0.00005193839,0.005779991],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01593327,"threshold_uncertainty_score":0.03168106,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2597000168","doi":"","title":"Analysis of Thermal-Mechancial Coupling Models in Different Types of Host Rock for Nuclear Waste Repositories","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"Queen's University","funders":"","keywords":"Radioactive waste; Host (biology); Coupling (piping); Waste disposal; Environmental science; Geology; Waste management; Engineering; Ecology; Biology; Mechanical engineering","authors":[{"name":"M. Michael Pitts","is_ca":true},{"name":"Mark S. Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007064690676328942,"gpt":0.1866750730283029,"spread":0.179610382351974,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006270395,0.0007611148,0.0008249852,0.0006734581,0.0005658757,0.001000444,0.00130127,0.001468142,0.002895608],"category_scores_gemma":[0.001749984,0.0005962319,0.001077695,0.0004018823,0.0006072865,0.0008567366,0.0006919041,0.0007862744,0.0002960968],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001253874,"about_ca_system_score_gemma":0.001183891,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02830999,"about_ca_topic_score_gemma":0.01923526,"domain_scores_codex":[0.9997552,0.00007459951,0.00001159904,0.00003481542,0.00005638471,0.00006746956],"domain_scores_gemma":[0.999215,0.0004784189,0.00008162886,0.00004396228,0.000132427,0.00004857548],"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":[0.00003256241,0.00003016814,0.0007237585,0.00001970735,0.00001270518,0.00003340872,0.00001828443,0.9957021,0.001163143,0.001103443,0.000127589,0.001033121],"study_design_scores_gemma":[0.000003578111,0.000007751145,0.0002181793,0.000001873492,0.000003430645,0.000002634049,0.000007500053,0.9993685,0.0001981962,0.0001398394,0.00004596268,0.000002584258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8704097,0.0005702474,0.09740744,0.0005464222,0.00007574743,0.0001047445,0.000461305,0.000561221,0.02986319],"genre_scores_gemma":[0.9956409,0.00007401958,0.001623612,0.000021571,0.000006851339,0.00003887453,0.00008383008,0.00006082568,0.00244952],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02830999,"threshold_uncertainty_score":0.05629045,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2594345915","doi":"","title":"Block Size Distributions as a Rockmass Classification Tool","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Mineral Processing and Grinding","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; Queen's University","funders":"","keywords":"Block (permutation group theory); Geology; Computer science; Mathematics; Geometry","authors":[{"name":"Cortney Palleske","is_ca":true},{"name":"Diederichs","is_ca":false},{"name":"Dave Hutchinson","is_ca":false},{"name":"Davide Elmo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01009067041975963,"gpt":0.2143456211404399,"spread":0.2042549507206803,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007957098,0.0004080528,0.0004649099,0.005323906,0.0003208233,0.0008284931,0.0005119284,0.0003072883,0.005248544],"category_scores_gemma":[0.005203122,0.0002633214,0.0003243551,0.00202305,0.0001897556,0.001085884,0.0004887622,0.0004107473,0.002308828],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003383926,"about_ca_system_score_gemma":0.0004566756,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004054727,"about_ca_topic_score_gemma":0.006701051,"domain_scores_codex":[0.9995511,0.00006070827,0.00004694935,0.00007833693,0.0002200095,0.00004284795],"domain_scores_gemma":[0.9961646,0.001991013,0.0004625893,0.0002707326,0.0009673059,0.0001437598],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0008111413,0.0001974371,0.07738554,0.0001870256,0.0001182277,0.0001259827,0.0001675773,0.04828118,0.03606831,0.007073075,0.01357016,0.8160143],"study_design_scores_gemma":[0.00005997665,0.0001669444,0.0561347,0.00004945968,0.00006681743,0.0002488993,0.000149041,0.8898135,0.02989685,0.008517719,0.01483416,0.00006191294],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2223902,0.0005561903,0.7425041,0.0001653069,0.00006141805,0.0002237406,0.007521152,0.01659364,0.009984296],"genre_scores_gemma":[0.7184192,0.0002063863,0.2704847,0.00004344593,0.00004972998,0.0001877891,0.006042597,0.00072082,0.00384525],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005323906,"threshold_uncertainty_score":0.01755816,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598230947","doi":"","title":"Consideration of Lidar and Photogrammetric Data Analysis Resulting from Challenging Data Collection","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Remote Sensing and LiDAR Applications","field":"Environmental 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":"Photogrammetry; Data collection; Lidar; Remote sensing; Computer science; Geography; Mathematics; Statistics","authors":[{"name":"Claire Kennedy","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true},{"name":"Matthew Lato","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02775260832414211,"gpt":0.247137076290507,"spread":0.2193844679663649,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008264138,0.001011781,0.001056388,0.003030506,0.002656852,0.004294229,0.001559236,0.001474137,0.001406898],"category_scores_gemma":[0.04977137,0.0008381231,0.0007809008,0.004267436,0.001373629,0.002793641,0.002379256,0.001961842,0.0009950157],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001535116,"about_ca_system_score_gemma":0.003515554,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01305819,"about_ca_topic_score_gemma":0.03452199,"domain_scores_codex":[0.9895362,0.002311891,0.0004828951,0.0008471044,0.006338692,0.0004831698],"domain_scores_gemma":[0.950063,0.03200285,0.001947165,0.003074353,0.01210844,0.0008040867],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004457857,0.00044545,0.06963508,0.001627087,0.0005751109,0.005731307,0.002167612,0.25666,0.0691852,0.02188299,0.03880605,0.5328383],"study_design_scores_gemma":[0.00005811876,0.000218427,0.118221,0.000285781,0.0002503666,0.005562915,0.005507026,0.7378584,0.03059633,0.04861825,0.05249937,0.0003240155],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2780605,0.002208077,0.687466,0.00998799,0.001566597,0.0005267208,0.003422595,0.002137106,0.0146244],"genre_scores_gemma":[0.5837947,0.001202016,0.4042861,0.00178085,0.000848543,0.0003487528,0.003782055,0.000935338,0.003021589],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01305819,"threshold_uncertainty_score":0.04370546,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2597048014","doi":"","title":"Assessing Unpredictability in the Absence of Objective Data: An Example Using Underground Rock Wedge Instability","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismology and Earthquake Studies","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":"University of Toronto","funders":"","keywords":"Instability; Geology; Wedge (geometry); Mathematics; Geometry; Mechanics","authors":[{"name":"Greg F. Gambino","is_ca":true},{"name":"J. P. Harrison","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06937622381091343,"gpt":0.2902817648149641,"spread":0.2209055410040507,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002966791,0.0005061038,0.0005045162,0.001871307,0.0004735459,0.001278708,0.0007661938,0.00109809,0.001038555],"category_scores_gemma":[0.01933547,0.000186044,0.0004776159,0.001834629,0.0005304976,0.0013558,0.00118794,0.0009369245,0.0001576566],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005312635,"about_ca_system_score_gemma":0.000670057,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009560362,"about_ca_topic_score_gemma":0.01789912,"domain_scores_codex":[0.9983562,0.0008414793,0.0001328495,0.0001767334,0.0004184601,0.00007437911],"domain_scores_gemma":[0.9802567,0.0163761,0.0009520332,0.0009799168,0.001148888,0.0002863264],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.001336217,0.001062848,0.4318862,0.0004275476,0.0005673862,0.003202049,0.00164523,0.3641551,0.01249625,0.006730932,0.002577361,0.1739128],"study_design_scores_gemma":[0.00008932857,0.0005615004,0.1012742,0.00007225436,0.0001197724,0.0005643163,0.001081962,0.8741055,0.006045132,0.01441621,0.00156452,0.0001053892],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9511851,0.000272671,0.04362441,0.0004881871,0.00002688437,0.0000740708,0.0008422159,0.0002284073,0.003257984],"genre_scores_gemma":[0.9827709,0.00008792494,0.01659938,0.00002136385,0.00001048937,0.00001829741,0.0002168903,0.00002781181,0.0002470133],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009560362,"threshold_uncertainty_score":0.01900941,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}