{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":555,"total_is_capped":false,"direct_labels_cover":1,"predictions_cover":555,"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":"5bdaae194589","filters":{"topic":"Railway Engineering and Dynamics"}},"results":[{"id":"W2166012078","doi":"10.1139/t10-099","title":"Cyclic deformation of granular material subjected to moving-wheel loads","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Hokkaido University","keywords":"Ballast; Structural engineering; Geotechnical engineering; Shear (geology); Settlement (finance); Deformation (meteorology); Direct shear test; Simple shear; Track (disk drive); Triaxial shear test; Granular material; Finite element method; Scale model; Engineering; Materials science; Composite material; Computer science; Mechanical engineering","authors":[{"name":"Tatsuya Ishikawa","is_ca":false},{"name":"Etsuo SEKINE","is_ca":false},{"name":"Seiichi Miura","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007396365505025234,"gpt":0.173123689518584,"spread":0.1657273240135588,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003587074,0.0002705016,0.0003086875,0.0007799002,0.0003184376,0.0003371074,0.0003850991,0.0004004858,0.001061418],"category_scores_gemma":[0.0007533941,0.0002476682,0.0002585454,0.0005343146,0.0008088085,0.0003531942,0.0003786182,0.0002818158,0.0001512026],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003739904,"about_ca_system_score_gemma":0.000208245,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002642284,"about_ca_topic_score_gemma":0.004907347,"domain_scores_codex":[0.9994438,0.00003904676,0.0000349348,0.00008449438,0.0003263585,0.00007143559],"domain_scores_gemma":[0.9995363,0.0001028662,0.0001105905,0.000106435,0.00008477001,0.00005913731],"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":[0.0002648123,0.00004050503,0.005344284,0.00006413568,0.00001496871,0.0004117298,0.0002014382,0.002798925,0.9825979,0.000107296,0.00006790345,0.008086113],"study_design_scores_gemma":[0.00003612113,0.001205743,0.1444731,0.00002383989,0.00006414672,0.0008189197,0.0005890556,0.0273693,0.8230291,0.0002348691,0.002083838,0.00007196669],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968887,0.0001222579,0.002280842,0.00001613848,0.00001408441,0.00001327297,0.00007318321,0.00003074581,0.0005607199],"genre_scores_gemma":[0.9986662,0.00005373657,0.0008826734,0.00001108963,0.000002903241,0.000006534547,0.00006528141,0.000007057401,0.0003045412],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002642284,"threshold_uncertainty_score":0.005253792,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1884014216","doi":"10.1139/cgj-2013-0361","title":"Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Ballast; Breakage; Geotechnical engineering; Monotonic function; Nonlinear system; Shearing (physics); Mechanics; Constitutive equation; Stress path; Structural engineering; Shear (geology); Particle (ecology); Engineering; Materials science; Geology; Mathematics; Physics; Finite element method; Composite material; Mathematical analysis","authors":[{"name":"Buddhima Indraratna","is_ca":false},{"name":"Qi Sun","is_ca":false},{"name":"Sanjay Nimbalkar","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009239417884910523,"gpt":0.1762291183810917,"spread":0.1669897004961811,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002687689,0.0002788587,0.0002411348,0.0003697503,0.0001870508,0.0003208215,0.0004438463,0.0003254911,0.001392971],"category_scores_gemma":[0.0007954718,0.0001950669,0.0001737929,0.0002417801,0.0005323706,0.000387567,0.0001882151,0.0002738971,0.000313979],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004767676,"about_ca_system_score_gemma":0.0003158537,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004654496,"about_ca_topic_score_gemma":0.005522027,"domain_scores_codex":[0.9998186,0.00001562237,0.00001161437,0.00005377119,0.00006790318,0.00003256412],"domain_scores_gemma":[0.9996825,0.00007958116,0.0000471403,0.00006011205,0.0001108408,0.00001971847],"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":[0.0004723891,0.0001461161,0.027487,0.0001705496,0.00001650899,0.0005332591,0.0005079347,0.1225017,0.8238972,0.0009892141,0.0003469287,0.0229312],"study_design_scores_gemma":[0.00001482219,0.0006287119,0.09080753,0.00001542658,0.00001418978,0.0002798237,0.0002297214,0.6493547,0.2575251,0.0002764294,0.0008094836,0.00004405921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9837663,0.00004907438,0.01406546,0.00001697497,0.000002966812,0.00002471663,0.0001854315,0.0002417473,0.001647314],"genre_scores_gemma":[0.998621,0.00002370713,0.000922934,0.000001844136,3.41509e-7,0.00000871346,0.00008531268,0.0000119315,0.0003242982],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004654496,"threshold_uncertainty_score":0.009254813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1594528280","doi":"10.1002/nag.1135","title":"Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Deflection (physics); Bending moment; Moving load; Beam (structure); Bending stiffness; Shear and moment diagram; Structural engineering; Mechanics; Shear force; Bernoulli's principle; Conjugate beam method; Materials science; Geotechnical engineering; Engineering; Physics; Classical mechanics; Finite element method","authors":[{"name":"Dipanjan Basu","is_ca":true},{"name":"N. S. V. Kameswara Rao","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03475280049339044,"gpt":0.3554914766740497,"spread":0.3207386761806592,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003958134,0.0004116787,0.0003429411,0.0006804483,0.0002791963,0.0005072044,0.0006579919,0.001069047,0.00395324],"category_scores_gemma":[0.001264286,0.0003116035,0.0003958191,0.0003638371,0.0007437249,0.000501132,0.000503635,0.000389591,0.0006299234],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005156939,"about_ca_system_score_gemma":0.0005747467,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00274588,"about_ca_topic_score_gemma":0.00133554,"domain_scores_codex":[0.9998513,0.00002449203,0.000006048206,0.00002314083,0.00006561675,0.00002930083],"domain_scores_gemma":[0.9997365,0.00009585641,0.00003948651,0.00001529007,0.00009739212,0.00001552],"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":[0.00007083416,0.00003899405,0.001080479,0.000197223,0.00002521501,0.000461014,0.0007088369,0.8363492,0.06414346,0.07294756,0.001134777,0.02284235],"study_design_scores_gemma":[0.00001146344,0.00003449134,0.0007765286,0.00003688415,0.000008486171,0.00007760943,0.0001273015,0.9879519,0.003496191,0.006374807,0.001082995,0.00002127275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4031298,0.00107608,0.5485842,0.0005411884,0.00008734654,0.0001140903,0.0002223688,0.0003507562,0.0458941],"genre_scores_gemma":[0.9544814,0.0007792504,0.02226747,0.00009124372,0.00002502757,0.0001434057,0.00009647033,0.00006563038,0.02205006],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00395324,"threshold_uncertainty_score":0.01322496,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002371946","doi":"10.1016/j.wear.2004.03.065","title":"Rolling contact fatigue on the British railway system: treatment","year":2004,"lang":"en","type":"article","venue":"Wear","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Research Council Canada","keywords":"Derailment; Lubrication; Railway system; Preventive maintenance; Grinding; Forensic engineering; Materials science; Engineering; Mechanical engineering; Transport engineering; Track (disk drive)","authors":[{"name":"Stuart L. Grassie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01197579445146583,"gpt":0.1921052527433689,"spread":0.1801294582919031,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001463576,0.0003471424,0.0004222878,0.001183898,0.0007206048,0.0003641625,0.0005382426,0.0007722103,0.005386371],"category_scores_gemma":[0.0007619024,0.0001832191,0.0003427369,0.001130834,0.0004798628,0.0002028386,0.0002605906,0.0002600188,0.0004457892],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005138703,"about_ca_system_score_gemma":0.0003736465,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06827147,"about_ca_topic_score_gemma":0.100468,"domain_scores_codex":[0.9998061,0.00002508147,0.000008265416,0.00002389131,0.00007930445,0.00005745576],"domain_scores_gemma":[0.9997159,0.0000839003,0.00003160549,0.00005071853,0.0001017267,0.0000161464],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.006986008,0.0007444249,0.1002882,0.001491333,0.0002100279,0.004703658,0.003323781,0.3247001,0.1974637,0.009765432,0.01452202,0.3358013],"study_design_scores_gemma":[0.0001055696,0.002421435,0.6811731,0.00008732689,0.0001332065,0.002290904,0.002020515,0.2604461,0.02917867,0.001772644,0.02027793,0.00009260647],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9785007,0.001017299,0.005147124,0.00008199187,0.00003869319,0.00007158193,0.0005125199,0.00005826178,0.01457178],"genre_scores_gemma":[0.9889643,0.0003271171,0.0005450841,0.00001390503,0.00001166586,0.00001456277,0.0002249409,0.00001704029,0.009881238],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06827147,"threshold_uncertainty_score":0.1357481,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2618597273","doi":"10.1139/cgj-2016-0673","title":"Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Damping ratio; Materials science; Modulus; Subgrade; Substructure; Dynamic modulus; Ballast; Composite material; Inclusion (mineral); Geotechnical engineering; Soil water; Mineralogy; Dynamic mechanical analysis; Geology; Structural engineering; Soil science; Physics; Engineering","authors":[{"name":"Hanlin Wang","is_ca":false},{"name":"Yu-Jun Cui","is_ca":false},{"name":"Francisco López","is_ca":false},{"name":"Jean-Claude Dupla","is_ca":false},{"name":"Jean Canou","is_ca":false},{"name":"Nicolas Calon","is_ca":false},{"name":"Gilles Saussine","is_ca":false},{"name":"Patrick Aimedieu","is_ca":false},{"name":"Renpeng Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006620237567617911,"gpt":0.2057118897874416,"spread":0.1990916522198237,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000296817,0.0002903709,0.0002158062,0.0005952702,0.0002117349,0.0003715343,0.0002013961,0.0002085627,0.0007544401],"category_scores_gemma":[0.0005099217,0.000190629,0.0001677636,0.0003396003,0.0003521965,0.0002593352,0.0003134419,0.0001982519,0.000101482],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002481354,"about_ca_system_score_gemma":0.0001813572,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002702439,"about_ca_topic_score_gemma":0.007741807,"domain_scores_codex":[0.9997221,0.00004337327,0.00002216033,0.00006169784,0.00008930598,0.00006140885],"domain_scores_gemma":[0.9997185,0.00009026424,0.0000650271,0.00002059839,0.0000644812,0.0000410865],"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":[0.0002094938,0.00002479734,0.004793393,0.00006190057,0.00001358361,0.00009241691,0.0001131387,0.0007511727,0.9905846,0.00002991458,0.00001226666,0.003313332],"study_design_scores_gemma":[0.000006082084,0.0006685637,0.07835915,0.00001906631,0.00006161692,0.0001464111,0.0003093235,0.002237968,0.9169022,0.00003663789,0.001234954,0.0000179864],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993721,0.0001430464,0.0002424728,0.000002994894,0.000001136752,0.000001917818,0.00003393314,0.000005337824,0.0001970378],"genre_scores_gemma":[0.9994074,0.00007977633,0.0002367008,0.000003331284,6.221441e-7,0.000002867283,0.00004378053,0.000003645294,0.000221945],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002702439,"threshold_uncertainty_score":0.005373359,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1976018416","doi":"10.1016/j.wear.2004.03.061","title":"Railway noise and the effect of top of rail liquid friction modifiers: changes in sound and vibration spectral distributions in curves","year":2004,"lang":"en","type":"article","venue":"Wear","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Flange; Vibration; Materials science; Noise (video); Acoustics; Tread; Noise reduction; Friction modifier; Oscillation (cell signaling); Track (disk drive); Reduction (mathematics); Composite material; Engineering; Physics; Mechanical engineering; Mathematics; Computer science; Lubricant","authors":[{"name":"Donald T. Eadie","is_ca":false},{"name":"Marco Santoro","is_ca":false},{"name":"J Kalousek","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003878621449513858,"gpt":0.1917821800087297,"spread":0.1879035585592159,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001628466,0.0002521923,0.0002710696,0.000378832,0.0002172043,0.0003262557,0.0002011033,0.0004469964,0.002030364],"category_scores_gemma":[0.001528902,0.0001673769,0.0002663608,0.0002272205,0.0002899648,0.0002170878,0.0002418228,0.0002181503,0.0003176069],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001719366,"about_ca_system_score_gemma":0.0001183357,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004278909,"about_ca_topic_score_gemma":0.002320905,"domain_scores_codex":[0.9998673,0.00002707215,0.000007195027,0.00002531167,0.0000372296,0.00003592471],"domain_scores_gemma":[0.9992239,0.0004074629,0.00008219296,0.0000570791,0.0001353366,0.00009396646],"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":[0.01428726,0.0003895558,0.06841301,0.0001545787,0.0001946579,0.0007230307,0.0006910629,0.01243822,0.8665649,0.0002145214,0.0002607166,0.03566857],"study_design_scores_gemma":[0.00006964081,0.001441874,0.9160995,0.00001924227,0.0001544364,0.0005422073,0.0005431433,0.01177547,0.06837112,0.0001665642,0.0007792208,0.0000375708],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992225,0.00005649549,0.0004285657,0.000007278574,0.000003277739,0.000001419449,0.00002073763,0.000009742521,0.0002499108],"genre_scores_gemma":[0.9995584,0.00002878497,0.00007317696,0.000004032982,0.000003546909,0.000001393482,0.00003146113,0.000008787329,0.0002903668],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004278909,"threshold_uncertainty_score":0.008507967,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046784001","doi":"10.1139/t10-066","title":"A new parameter for classification and evaluation of railway ballast fouling","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"CRC for Rail Innovation","keywords":"Ballast; Gradation; Fouling; Geotechnical engineering; Track (disk drive); Engineering; Marine engineering; Environmental science; Forensic engineering; Computer science; Mechanical engineering; Artificial intelligence","authors":[{"name":"Buddhima Indraratna","is_ca":false},{"name":"Lijun Su","is_ca":false},{"name":"Cholachat Rujikiatkamjorn","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04466710531488402,"gpt":0.2397103820358596,"spread":0.1950432767209755,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001655816,0.0009321159,0.0009687006,0.005126893,0.0004714136,0.001297972,0.0007192852,0.00118178,0.001130902],"category_scores_gemma":[0.004112438,0.0002198477,0.0006180656,0.002408372,0.0005608725,0.001816776,0.0006682624,0.0006793124,0.0009087031],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007090038,"about_ca_system_score_gemma":0.000461995,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001778952,"about_ca_topic_score_gemma":0.001563442,"domain_scores_codex":[0.998284,0.0001954961,0.0002334875,0.0002726413,0.0009079164,0.0001064252],"domain_scores_gemma":[0.9977223,0.0005071927,0.0003427066,0.0001850049,0.001151878,0.00009089286],"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":[0.0006560476,0.0003208875,0.08343097,0.000936428,0.0002885011,0.0002571248,0.0006481816,0.02946773,0.3626209,0.003544523,0.003927588,0.5139012],"study_design_scores_gemma":[0.00007607125,0.001357244,0.1818062,0.0001775495,0.0004465135,0.001980494,0.001104578,0.4337085,0.3390165,0.003548316,0.03625505,0.0005229859],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2503253,0.002110862,0.7328128,0.0001444964,0.0003842202,0.0003958541,0.001132571,0.00367695,0.009016974],"genre_scores_gemma":[0.7803208,0.0007517941,0.2141672,0.00008128611,0.00008416832,0.0002812439,0.00140006,0.0001783077,0.002735188],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005126893,"threshold_uncertainty_score":0.008756876,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1924625020","doi":"10.1139/cgj-2013-0403","title":"Measurement of vertical and longitudinal rail displacements using digital image correlation","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subgrade; Stiffness; Digital image correlation; Displacement (psychology); Track (disk drive); Vertical displacement; Structural engineering; Geotechnical engineering; Engineering; Geology; Mechanical engineering","authors":[{"name":"Chris A. Murray","is_ca":true},{"name":"W. Andy Take","is_ca":true},{"name":"Neil A. Hoult","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01052733044936434,"gpt":0.1970995845046551,"spread":0.1865722540552908,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008028349,0.0004609571,0.0003378314,0.002553277,0.0003006507,0.0007590862,0.0005290391,0.0005151977,0.00327771],"category_scores_gemma":[0.002191531,0.0002929273,0.0002334533,0.002164158,0.0003852524,0.000747579,0.0007578889,0.0004678038,0.0006797111],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006600149,"about_ca_system_score_gemma":0.000890985,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004749633,"about_ca_topic_score_gemma":0.008735102,"domain_scores_codex":[0.9986865,0.0001159721,0.00006000264,0.0002854657,0.000758141,0.00009394727],"domain_scores_gemma":[0.9981354,0.0002981197,0.0002662146,0.000171417,0.001062175,0.00006661886],"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":[0.0003647243,0.0002345392,0.04288774,0.0007060409,0.00008567319,0.000349996,0.0007483984,0.007077795,0.6436514,0.00180091,0.003846718,0.298246],"study_design_scores_gemma":[0.00009734815,0.001067843,0.2831506,0.0001486884,0.0002050462,0.001773783,0.001213906,0.1120154,0.5787292,0.0009850364,0.02038321,0.0002299461],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5214992,0.0007177444,0.45461,0.0001813185,0.0001450067,0.0006468425,0.001761713,0.001799044,0.01863902],"genre_scores_gemma":[0.7088825,0.0005998818,0.2832078,0.0001407933,0.00003703883,0.0002630145,0.0007705691,0.000119792,0.005978669],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004749633,"threshold_uncertainty_score":0.01096505,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1916711179","doi":"10.1139/cgj-2013-0271","title":"Deformational behavior of fouled railway ballast","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Bulgarian National Science Fund; Southern Company","keywords":"Ballast; Fouling; Geotechnical engineering; Suction; Water content; Atterberg limits; Moisture; Materials science; Direct shear test; Environmental science; Composite material; Geology; Shear (geology); Engineering; Chemistry; Membrane","authors":[{"name":"Ali Ebrahimi","is_ca":false},{"name":"James M. Tinjum","is_ca":false},{"name":"Tuncer B. Edil","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005046997043964366,"gpt":0.1807619417855202,"spread":0.1757149447415558,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002721995,0.0003236814,0.0003077378,0.0005124054,0.0002503433,0.0002470828,0.0003730194,0.0003470823,0.001388608],"category_scores_gemma":[0.0007442215,0.000191239,0.0002393712,0.0004104234,0.0003698679,0.0003291245,0.0002408403,0.000229649,0.0002713188],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003367187,"about_ca_system_score_gemma":0.00017284,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006309845,"about_ca_topic_score_gemma":0.006546936,"domain_scores_codex":[0.9996724,0.00003486912,0.00002334541,0.00007076073,0.0001491901,0.00004937841],"domain_scores_gemma":[0.99964,0.00006239879,0.00007406692,0.00004049122,0.0001349005,0.00004812452],"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":[0.0005534181,0.0000583388,0.01566332,0.00006459869,0.00002522542,0.0002707322,0.000347229,0.003895536,0.9687228,0.0000504071,0.00007538666,0.01027305],"study_design_scores_gemma":[0.00002411,0.001937731,0.3740185,0.00001637534,0.00004755799,0.0004706832,0.0006062221,0.03793553,0.5832721,0.00007907127,0.001526297,0.00006575426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991391,0.00004312584,0.0004802544,0.000005837551,0.000002989926,0.00000510198,0.00009226892,0.00001619731,0.0002151024],"genre_scores_gemma":[0.9991212,0.00004060513,0.0001993524,0.000004264028,0.000001021001,0.000003966033,0.0001586519,0.000008088146,0.0004627385],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006309845,"threshold_uncertainty_score":0.01254624,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2278070904","doi":"10.1139/cgj-2015-0268","title":"Evaluating railway track support stiffness from trackside measurements in the absence of wheel load data","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Track (disk drive); Stiffness; Train; Track geometry; Acceleration; Axle load; Range (aeronautics); Axle; Structural engineering; Displacement (psychology); Computer science; Point (geometry); Engineering; Mathematics; Mechanical engineering; Geometry; Physics","authors":[{"name":"Louis Le Pen","is_ca":false},{"name":"David Milne","is_ca":false},{"name":"David Thompson","is_ca":false},{"name":"William Powrie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06800658875842588,"gpt":0.2836949434639138,"spread":0.2156883547054879,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006014784,0.0003940905,0.000385017,0.001807014,0.0003533461,0.0005854261,0.0004281064,0.0006615764,0.001671472],"category_scores_gemma":[0.002274323,0.000296886,0.0002035999,0.001286267,0.0002894083,0.0007360493,0.0005178074,0.000312623,0.0008879505],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002991862,"about_ca_system_score_gemma":0.0004329269,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006586171,"about_ca_topic_score_gemma":0.02128814,"domain_scores_codex":[0.9993455,0.00007499798,0.00003099201,0.00009724916,0.0004031147,0.00004812328],"domain_scores_gemma":[0.9989921,0.0004871988,0.0001349017,0.00008007583,0.0002654909,0.00004023022],"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":[0.0009337116,0.0001691904,0.2201664,0.0008365116,0.000136568,0.0005601398,0.001683163,0.07168504,0.4709053,0.0008935303,0.000773511,0.2312569],"study_design_scores_gemma":[0.00003975912,0.0006532716,0.5972509,0.0001013175,0.0001158527,0.0006464756,0.00140629,0.2945572,0.1009169,0.0006993886,0.003475531,0.0001372436],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8732014,0.000140559,0.1202444,0.000026265,0.00002236765,0.00004776554,0.0007281668,0.0004553135,0.005133784],"genre_scores_gemma":[0.9806923,0.0001338996,0.017253,0.000008177218,0.000007281101,0.00002772835,0.0003744924,0.00003746662,0.001465749],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006586171,"threshold_uncertainty_score":0.01309568,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2130996920","doi":"10.3141/2289-12","title":"Source of Ballast Fouling and Influence Considerations for Condition Assessment Criteria","year":2012,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Centre de Santé et de Services Sociaux Cavendish","funders":"","keywords":"Ballast; Track (disk drive); Track geometry; Warning system; Risk analysis (engineering); Reliability engineering; Engineering; Forensic engineering; Computer science; Mechanical engineering; Telecommunications; Business","authors":[{"name":"Mario Ruel","is_ca":true},{"name":"Steven M. Chrismer","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05936092664844729,"gpt":0.3779154135092379,"spread":0.3185544868607906,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005954768,0.001298257,0.001283377,0.003030356,0.001253929,0.003717422,0.001850935,0.001447406,0.00660788],"category_scores_gemma":[0.04452597,0.0003565916,0.0009333427,0.001419502,0.000755578,0.002105989,0.001792384,0.001100667,0.0009347377],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001466427,"about_ca_system_score_gemma":0.00143602,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008239623,"about_ca_topic_score_gemma":0.006564184,"domain_scores_codex":[0.9919172,0.001928314,0.0003845177,0.0004892235,0.004819338,0.0004613595],"domain_scores_gemma":[0.9762319,0.01207636,0.0009389537,0.001029564,0.009365846,0.0003575289],"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":[0.00105148,0.0004203279,0.06156567,0.001197639,0.0002342442,0.00242569,0.002389068,0.3035272,0.06946275,0.06572019,0.00812884,0.4838769],"study_design_scores_gemma":[0.00006504901,0.000919491,0.04306499,0.0005143851,0.0002730847,0.001279537,0.001057637,0.8660314,0.03791447,0.02296568,0.02565332,0.0002609286],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1519662,0.001377572,0.7660033,0.001267251,0.0003015717,0.0007491344,0.000433225,0.0008137277,0.0770881],"genre_scores_gemma":[0.9013825,0.0003502964,0.09147464,0.0001200791,0.00009978906,0.0002894622,0.0002732329,0.0002639822,0.005745962],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008239623,"threshold_uncertainty_score":0.03149223,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2081474462","doi":"10.3141/2117-05","title":"Enhanced Parametric Railway Capacity Evaluation Tool","year":2009,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign","keywords":"Subdivision; Parametric statistics; Investment (military); Transport engineering; Operations research; Plan (archaeology); Table (database); Investment decisions; Resource (disambiguation); Computer science; Engineering; Business; Civil engineering; Finance","authors":[{"name":"Yung‐Cheng Lai","is_ca":false},{"name":"Christopher P. L. Barkan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06896899981421793,"gpt":0.3453511388145989,"spread":0.276382139000381,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001207472,0.0008882877,0.0006100208,0.001573765,0.0002932202,0.001280288,0.001784482,0.0006547151,0.02464166],"category_scores_gemma":[0.005984961,0.000528623,0.0007951652,0.0009872844,0.0002151413,0.001525604,0.0009587092,0.0007256496,0.002692092],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006886179,"about_ca_system_score_gemma":0.001339718,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005293233,"about_ca_topic_score_gemma":0.005427556,"domain_scores_codex":[0.9991825,0.0001337719,0.0000769688,0.0000832201,0.0004600224,0.0000635497],"domain_scores_gemma":[0.9969007,0.001854687,0.0001494862,0.0002488234,0.0007995529,0.00004679504],"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":[0.0002628804,0.0002138675,0.004337604,0.0004702416,0.00007094903,0.0004621228,0.000237983,0.6313697,0.008855444,0.02360916,0.03861552,0.2914945],"study_design_scores_gemma":[0.00005357332,0.00003990613,0.0007673739,0.00004642411,0.00001863149,0.0001289972,0.0000378275,0.960992,0.005399683,0.004958509,0.02751378,0.00004325074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02254309,0.00009465267,0.9205517,0.0001390681,0.00004130843,0.0003709099,0.005690283,0.03027811,0.02029088],"genre_scores_gemma":[0.3748587,0.0002534365,0.5973336,0.0001285802,0.00003188149,0.001007632,0.009335789,0.002739848,0.01431061],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02464166,"threshold_uncertainty_score":0.08243459,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3114177701","doi":"10.3390/app11010013","title":"Developing Machine Learning-Based Models for Railway Inspection","year":2020,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Defence Research and Development Canada; National Research Council Canada","funders":"Transport Canada","keywords":"Convolutional neural network; Computer science; Software deployment; Deep learning; Artificial intelligence; Preprocessor; Feature engineering; Machine learning; Reliability engineering; Engineering","authors":[{"name":"Chunsheng Yang","is_ca":true},{"name":"Yanmin Sun","is_ca":true},{"name":"Chris Ladubec","is_ca":true},{"name":"Yan Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02879842776610042,"gpt":0.2220033309385834,"spread":0.193204903172483,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006429048,0.0007869277,0.0006100037,0.0006161216,0.0002583291,0.0007807498,0.001190391,0.001369305,0.001984243],"category_scores_gemma":[0.002290239,0.000589925,0.0006980324,0.0007161031,0.0003913435,0.0009273721,0.0006061398,0.001537924,0.0008124065],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001272134,"about_ca_system_score_gemma":0.001007873,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02329225,"about_ca_topic_score_gemma":0.01995333,"domain_scores_codex":[0.9997854,0.00003764927,0.00001550923,0.00007247826,0.00005593565,0.00003310221],"domain_scores_gemma":[0.9993641,0.0003244597,0.00008308312,0.0000422554,0.0001666767,0.00001946185],"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":[0.00001527503,0.00001982785,0.0005548952,0.00002628628,0.00001569892,0.0000178511,0.000009174195,0.9747947,0.0006170684,0.001710893,0.0005295011,0.02168886],"study_design_scores_gemma":[5.751444e-7,0.000002057465,0.00005358411,0.000001880288,0.000001126313,0.000001706089,6.370167e-7,0.9992433,0.00008425478,0.0004955019,0.0001143051,0.000001193463],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01863133,0.000918676,0.975369,0.0003861109,0.00008608683,0.0000466663,0.0002922998,0.001327902,0.00294186],"genre_scores_gemma":[0.8116152,0.001255701,0.1757335,0.0002776235,0.000130903,0.0003155635,0.001202018,0.0001453277,0.009324103],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02329225,"threshold_uncertainty_score":0.04631335,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2049430668","doi":"10.1007/s11071-009-9639-0","title":"Internal-external resonance of beams on non-linear viscoelastic foundation traversed by moving load","year":2010,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Galerkin method; Moving load; Harmonics; Beam (structure); Viscoelasticity; Multiple-scale analysis; Resonance (particle physics); Parametric oscillator; Stiffness; Parametric statistics; Mechanics; Physics; Mathematics; Nonlinear system; Structural engineering; Engineering; Acoustics","authors":[{"name":"Mojtaba Ansari","is_ca":true},{"name":"Ebrahim Esmailzadeh","is_ca":true},{"name":"Davood Younesian","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003629080397263648,"gpt":0.2089918220826729,"spread":0.2053627416854092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000218167,0.0003217339,0.0003352405,0.000465728,0.0004361529,0.0004463632,0.000491365,0.0006393304,0.002272098],"category_scores_gemma":[0.001008257,0.0002295564,0.0002447302,0.0002483712,0.001090984,0.0006098308,0.0006908051,0.0004916473,0.0002652242],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001915107,"about_ca_system_score_gemma":0.0001753039,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009125525,"about_ca_topic_score_gemma":0.0007175017,"domain_scores_codex":[0.9998679,0.00003355596,0.000003026431,0.0000239697,0.00003169823,0.00003982205],"domain_scores_gemma":[0.9996817,0.0001352129,0.00004316372,0.00003058913,0.00004925767,0.00006014801],"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":[0.002217801,0.0005494863,0.02229584,0.0003239731,0.0001593813,0.005709126,0.003608917,0.3402692,0.5360467,0.04452865,0.002240108,0.04205082],"study_design_scores_gemma":[0.0000533206,0.0003470106,0.03719051,0.00004857092,0.00005315727,0.0006226737,0.001200188,0.9369052,0.0156646,0.006914688,0.0009209359,0.000079136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9772493,0.00007215347,0.01489253,0.0001008265,0.00001993629,0.00001095711,0.00002906567,0.00005415794,0.007571123],"genre_scores_gemma":[0.9982675,0.00002871072,0.0004988858,0.00001116193,0.000005483579,0.000004068828,0.00001421844,0.00001448975,0.001155421],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002272098,"threshold_uncertainty_score":0.007600904,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2742581773","doi":"10.1139/cgj-2016-0633","title":"Design of ballasted railway track foundations using numerical modelling. Part I: Development","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Ballast; Subgrade; Track (disk drive); Finite element method; Structural engineering; Engineering; Train; Track geometry; Axle; Deformation (meteorology); Slab; Geotechnical engineering; Mechanical engineering; Geology","authors":[{"name":"Md Abu Sayeed","is_ca":false},{"name":"Mohamed A. Shahin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04450064538643312,"gpt":0.2366468404568846,"spread":0.1921461950704515,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007830343,0.0005651636,0.0004542092,0.0004940265,0.0003683688,0.0008171689,0.001031219,0.0006800272,0.002497186],"category_scores_gemma":[0.001138136,0.0004672018,0.0004802233,0.0003048716,0.0004797127,0.0006312759,0.0005796744,0.0004719918,0.0007417861],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007511518,"about_ca_system_score_gemma":0.00137374,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003767355,"about_ca_topic_score_gemma":0.005503908,"domain_scores_codex":[0.9994909,0.00009717375,0.00003110386,0.00005687018,0.0002988579,0.00002520076],"domain_scores_gemma":[0.999671,0.00007021466,0.0000499696,0.00005875204,0.000133307,0.00001673172],"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":[0.00003606334,0.00004102898,0.0009565938,0.0003405526,0.00001837526,0.0001264184,0.0001428078,0.8233079,0.04215299,0.01575473,0.001058298,0.1160641],"study_design_scores_gemma":[0.00001584926,0.00009695027,0.0003751538,0.00005702191,0.00001414048,0.0001188828,0.00004147882,0.9691396,0.01142692,0.001553019,0.01714022,0.00002070166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.009103565,0.0001321951,0.9859649,0.00003807433,0.00003622336,0.00007915297,0.00003584261,0.0002644412,0.004345659],"genre_scores_gemma":[0.2292201,0.0005597745,0.7634014,0.00002630536,0.00001025369,0.0002639793,0.0001250331,0.0001184608,0.006274594],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003767355,"threshold_uncertainty_score":0.008353949,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1981613007","doi":"10.1121/1.1419091","title":"Polynomial relations for quasi-static mechanical characterization of isotropic poroelastic materials","year":2001,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Poromechanics; Isotropy; Stiffness; Biot number; Poisson's ratio; Modulus; Materials science; Polynomial; Compression (physics); Orthotropic material; Mathematical analysis; Elastic modulus; Poisson distribution; Aggregate modulus; Finite element method; Mathematics; Mechanics; Composite material; Physics; Dynamic modulus; Porous medium; Porosity; Optics; Thermodynamics; Statistics","authors":[{"name":"Christian Langlois","is_ca":true},{"name":"Raymond Panneton","is_ca":true},{"name":"Noureddine Atalla","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007192099348076833,"gpt":0.2110922612587582,"spread":0.2039001619106814,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005930781,0.0006631596,0.0003680201,0.001280142,0.0003242865,0.0005630476,0.0008253519,0.0004864035,0.002138754],"category_scores_gemma":[0.003331412,0.000312854,0.0003313952,0.0007236914,0.0006707758,0.001327412,0.0005023376,0.0005960345,0.001144699],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004138659,"about_ca_system_score_gemma":0.0004224135,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001055077,"about_ca_topic_score_gemma":0.001073198,"domain_scores_codex":[0.9993006,0.0001190654,0.00002824703,0.0001148484,0.0003909462,0.00004623987],"domain_scores_gemma":[0.9986463,0.0006352671,0.0001576375,0.0002266282,0.0003016119,0.00003252399],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001540947,0.0001392418,0.002107083,0.0004864091,0.00003118781,0.0003200541,0.0003398003,0.1861237,0.393749,0.1226732,0.001445157,0.2924312],"study_design_scores_gemma":[0.0000102064,0.0000998752,0.001466293,0.00001467899,0.00001018809,0.0002292508,0.00005195698,0.9263086,0.04474748,0.02132155,0.005698264,0.00004172556],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01124871,0.0001995175,0.9869339,0.00002604159,0.00001133112,0.00001986412,0.00004477964,0.0002161223,0.001299581],"genre_scores_gemma":[0.4945289,0.001026185,0.4998595,0.00005151437,0.00006547384,0.0001766585,0.0003088254,0.0001855164,0.003797361],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002138754,"threshold_uncertainty_score":0.007154882,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2604867898","doi":"10.1139/cgj-2015-0623","title":"Vibration velocity of X-section cast-in-place concrete (XCC) pile–raft foundation model for a ballastless track","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Natural Science Foundation of China; Université de Sherbrooke","keywords":"Subsoil; Geotechnical engineering; Foundation (evidence); Pile; Vibration; Critical ionization velocity; Geology; Saturation (graph theory); Structural engineering; Engineering; Soil water; Mechanics; Soil science","authors":[{"name":"Guangchao Sun","is_ca":false},{"name":"Gangqiang Kong","is_ca":false},{"name":"Hanlong Liu","is_ca":false},{"name":"Andrew Cudzo Amenuvor","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01657122074294448,"gpt":0.231178321005706,"spread":0.2146071002627616,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001679402,0.0003586135,0.0002643616,0.0003465883,0.000281609,0.0003159913,0.0005898221,0.0008513615,0.001646966],"category_scores_gemma":[0.0002597685,0.0002229799,0.0003775305,0.0002041486,0.0003368112,0.000193678,0.0002641021,0.0002539638,0.0002727461],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003384891,"about_ca_system_score_gemma":0.0006288116,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02318144,"about_ca_topic_score_gemma":0.01374182,"domain_scores_codex":[0.9999121,0.00001229882,0.000004082343,0.00002120775,0.00002738795,0.00002289833],"domain_scores_gemma":[0.999912,0.00002869753,0.00002259731,0.000008708083,0.00001748696,0.00001035486],"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":[0.0001551872,0.00005676686,0.00438234,0.00005006186,0.00001154159,0.0004062901,0.00007058668,0.9592936,0.0321789,0.0005233952,0.0000879916,0.002783352],"study_design_scores_gemma":[0.00001034256,0.0001079981,0.003880076,0.000004942134,0.000007221839,0.0000388733,0.00005162484,0.9932319,0.002457252,0.00006252512,0.0001385879,0.000008660489],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9795697,0.00003315325,0.01743167,0.00002497856,0.000007508754,0.00002568578,0.0001429452,0.00008359746,0.00268074],"genre_scores_gemma":[0.9976962,0.00002146176,0.001202621,0.000002128367,7.315488e-7,0.00001378774,0.00006076731,0.000003901027,0.0009983851],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02318144,"threshold_uncertainty_score":0.04609299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4206090229","doi":"10.1016/j.apm.2021.12.053","title":"Mitigation of railway-induced vibrations by using periodic wave impeding barriers","year":2022,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Fundamental Research Funds for the Central Universities; National University's Basic Research Foundation of China; Science and Technology Commission of Shanghai Municipality","keywords":"Vibration; Stiffness; Transfer matrix; Range (aeronautics); Half-space; Rayleigh scattering; Mechanics; Structural engineering; Acoustics; Materials science; Mathematical analysis; Physics; Mathematics; Engineering; Computer science; Optics","authors":[{"name":"Chao He","is_ca":false},{"name":"Shunhua Zhou","is_ca":false},{"name":"Peijun Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01702890812981247,"gpt":0.2047711572012998,"spread":0.1877422490714873,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000126107,0.0003495602,0.000216005,0.0001500154,0.0001458042,0.0002861676,0.0002963521,0.0003716335,0.001187642],"category_scores_gemma":[0.0003030618,0.00009114011,0.0002479924,0.000134931,0.0001685791,0.0003159067,0.0003955275,0.0001967403,0.0003107879],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009100836,"about_ca_system_score_gemma":0.0002234402,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004749867,"about_ca_topic_score_gemma":0.0005404603,"domain_scores_codex":[0.9999231,0.00001745485,0.000002893781,0.0000129255,0.00002583081,0.00001782468],"domain_scores_gemma":[0.9998939,0.00003070676,0.00002573142,0.000014439,0.0000270068,0.00000809803],"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":[0.0003345145,0.000168919,0.002695413,0.0003018076,0.00004998915,0.0003092985,0.0001658343,0.4688788,0.4175201,0.01090775,0.0008793586,0.09778822],"study_design_scores_gemma":[0.00002438878,0.0004948386,0.002338403,0.00003180314,0.00004534649,0.0001324129,0.0001145002,0.9388704,0.05278332,0.001827123,0.003318481,0.00001900893],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.372724,0.0003162765,0.6146084,0.0001719308,0.0001037199,0.0000352922,0.00004231237,0.0003905366,0.0116076],"genre_scores_gemma":[0.9827052,0.0001813184,0.01466901,0.00001400811,0.00001204635,0.00001600913,0.00002352198,0.00001678839,0.002362135],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001187642,"threshold_uncertainty_score":0.003973067,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2589536666","doi":"10.1680/jgeot.15.p.278","title":"The effects of drainage on the behaviour of railway track foundation materials during cyclic loading","year":2017,"lang":"en","type":"article","venue":"Géotechnique","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"Engineering and Physical Sciences Research Council","keywords":"Cyclic stress; Geotechnical engineering; Ballast; Drainage; Shear stress; Shear (geology); Foundation (evidence); Geology; Stress (linguistics); Materials science; Composite material","authors":[{"name":"Anna Mamou","is_ca":false},{"name":"William Powrie","is_ca":false},{"name":"Jeffrey A. Priest","is_ca":true},{"name":"C.R.I. Clayton","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005376708728217047,"gpt":0.2134142742356658,"spread":0.2080375655074487,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004737086,0.0003577189,0.0002500248,0.000496601,0.0003521352,0.0002385137,0.0002093085,0.0002530543,0.001254281],"category_scores_gemma":[0.001769133,0.0001913034,0.0001929449,0.0003520402,0.0005606752,0.0002715725,0.0003481944,0.0002492675,0.0001506565],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002228296,"about_ca_system_score_gemma":0.0002702629,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001730896,"about_ca_topic_score_gemma":0.004525784,"domain_scores_codex":[0.9996593,0.00006946541,0.00004370262,0.00004201838,0.0001093963,0.00007604127],"domain_scores_gemma":[0.9987419,0.0005856598,0.0002260793,0.00008150319,0.0002633503,0.0001014786],"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":[0.0007394513,0.00007062484,0.01786021,0.0001982079,0.00002138283,0.000414426,0.0006415017,0.002032066,0.9661654,0.00004133252,0.0001042497,0.01171113],"study_design_scores_gemma":[0.00001911419,0.002305867,0.1549291,0.00004467696,0.00005893675,0.0005740036,0.0009863899,0.004206139,0.8346708,0.00008996102,0.002060809,0.00005428882],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990308,0.0001512057,0.0002967506,0.000009587789,0.000004601049,0.000009823098,0.00008361331,0.0000116808,0.0004018209],"genre_scores_gemma":[0.9992537,0.00007611873,0.0002526649,0.00001239827,0.000002308248,0.00001112298,0.0000935044,0.000008140567,0.0002901053],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001730896,"threshold_uncertainty_score":0.004196048,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4240289679","doi":"10.1155/2012/919512","title":"Dynamic Response of a Beam Subjected to Moving Load and Moving Mass Supported by Pasternak Foundation","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Moving load; Deflection (physics); Bending moment; Bending stiffness; Shear and moment diagram; Partial differential equation; Beam (structure); Structural engineering; Stiffness; Dynamic load testing; Structural dynamics; Added mass; Differential equation; Mechanics; Mathematics; Mathematical analysis; Physics; Engineering; Classical mechanics; Finite element method; Vibration; Acoustics","authors":[{"name":"Rajib Ul Alam Uzzal","is_ca":true},{"name":"Rama Bhat","is_ca":true},{"name":"Waiz Ahmed","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004406798928866049,"gpt":0.2054066380321375,"spread":0.2009998391032715,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001704217,0.0002788667,0.000306119,0.0002493561,0.000171126,0.0001728764,0.0001921064,0.0005254163,0.002257706],"category_scores_gemma":[0.0003825334,0.0001345181,0.0001553368,0.0001617494,0.0002762933,0.0001895621,0.0002581058,0.0001584172,0.0002452013],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009014327,"about_ca_system_score_gemma":0.00009548381,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007906307,"about_ca_topic_score_gemma":0.0009143605,"domain_scores_codex":[0.999882,0.00001501469,0.000005196644,0.00001658226,0.00005763096,0.00002350395],"domain_scores_gemma":[0.9998486,0.00006839833,0.00002232564,0.00001472747,0.00003258507,0.00001337341],"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":[0.0005140258,0.00002982338,0.004388745,0.000101647,0.00003363586,0.0009431482,0.0002894544,0.02834623,0.9484144,0.0003792376,0.0002813435,0.01627828],"study_design_scores_gemma":[0.00009131368,0.002322665,0.1546809,0.0001238704,0.0001343291,0.001429928,0.001531563,0.4111316,0.4223166,0.0008878869,0.005234453,0.0001148976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9931324,0.0001259019,0.005113765,0.0000497999,0.00001687999,0.000005615321,0.00006046074,0.00004345406,0.001451584],"genre_scores_gemma":[0.9975635,0.00009423363,0.0009145578,0.00001870878,0.000002522335,0.000008065993,0.00006322192,0.000005008938,0.001330178],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002257706,"threshold_uncertainty_score":0.007552803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2791871829","doi":"10.1016/j.jsv.2018.02.050","title":"Analytical model for vibration prediction of two parallel tunnels in a full-space","year":2018,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"National Natural Science Foundation of China","keywords":"Vibration; Ground vibrations; Plane (geometry); Range (aeronautics); Boundary (topology); Space (punctuation); Half-space; Boundary value problem; Structural engineering; Ground plane; Geometry; Acoustics; Geology; Engineering; Physics; Computer science; Mathematics; Mathematical analysis; Telecommunications; Antenna (radio); Aerospace engineering","authors":[{"name":"Chao He","is_ca":true},{"name":"Shunhua Zhou","is_ca":false},{"name":"Peijun Guo","is_ca":true},{"name":"Honggui Di","is_ca":false},{"name":"Xiaohui Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01805853402332493,"gpt":0.2484706080144012,"spread":0.2304120739910763,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003868773,0.0007886994,0.001043324,0.0006210509,0.001015383,0.0009806728,0.00171477,0.002989349,0.002858697],"category_scores_gemma":[0.00105407,0.0007297005,0.0009932233,0.0006627704,0.001365259,0.001224488,0.0009888074,0.000972467,0.0004315661],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006668663,"about_ca_system_score_gemma":0.001419632,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01965001,"about_ca_topic_score_gemma":0.008033218,"domain_scores_codex":[0.9997658,0.00005402432,0.00001032708,0.00005819758,0.00006122932,0.0000502822],"domain_scores_gemma":[0.9996148,0.0001549901,0.00005007684,0.00003410941,0.00009888803,0.00004704818],"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":[0.00002332723,0.00002182616,0.0003489884,0.00001766906,0.000008777455,0.00008842801,0.00003425989,0.996029,0.001164847,0.001077803,0.0001053354,0.0010797],"study_design_scores_gemma":[0.000003443457,0.000007220207,0.00008739914,0.000001820832,0.000002157037,0.000006922329,0.000008420639,0.9996044,0.0000578819,0.0001758414,0.00004130633,0.000003262946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4868631,0.0007551645,0.4806661,0.0007204106,0.0001990457,0.0001380158,0.0004066188,0.0007362929,0.02951533],"genre_scores_gemma":[0.9866644,0.0001714823,0.005953721,0.00004294251,0.00002573902,0.00006563807,0.00007366033,0.00004249142,0.006959885],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01965001,"threshold_uncertainty_score":0.03907126,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2172013627","doi":"10.1139/l02-109","title":"Dynamic response of a beam on a frequency-independent damped elastic foundation to moving load","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Texas Department of Transportation","keywords":"Moving load; Fourier transform; Harmonic; Amplitude; Beam (structure); Displacement (psychology); Frequency domain; Transient (computer programming); Physics; Constant (computer programming); Mechanics; Mathematics; Mathematical analysis; Acoustics; Optics; Vibration; Computer science","authors":[{"name":"Seongmin Kim","is_ca":false},{"name":"José M. Roësset","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004658177563560383,"gpt":0.1844025007116152,"spread":0.1797443231480548,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002235027,0.0002289572,0.0002844564,0.0002773265,0.0002010166,0.0002087803,0.0002863658,0.0004585646,0.002702365],"category_scores_gemma":[0.0007621904,0.000177886,0.0001722704,0.00017488,0.0004982686,0.0002605402,0.0002932861,0.000246269,0.0002501908],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000217481,"about_ca_system_score_gemma":0.0002333614,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002410513,"about_ca_topic_score_gemma":0.002252926,"domain_scores_codex":[0.999894,0.0000126022,0.000003166768,0.00001527881,0.00004219064,0.00003261683],"domain_scores_gemma":[0.9996783,0.0001788364,0.00003715815,0.0000235905,0.00005567799,0.00002652063],"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":[0.0008094742,0.00009369924,0.004994773,0.0001105923,0.00005537774,0.0007977845,0.0004756559,0.1479229,0.8239459,0.001718495,0.0003352083,0.0187401],"study_design_scores_gemma":[0.0001167479,0.001813684,0.04431999,0.00005089435,0.0000623999,0.0004769321,0.0009408433,0.7620748,0.1868914,0.001335539,0.001819557,0.00009721331],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936451,0.00003879157,0.005014878,0.0000278809,0.000007415004,0.000006889853,0.00003359763,0.00002826842,0.001197107],"genre_scores_gemma":[0.9979785,0.00005094676,0.0008951179,0.0000128051,0.000001593465,0.000008087545,0.00004042196,0.000005285068,0.001007339],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002702365,"threshold_uncertainty_score":0.009040296,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2765513165","doi":"10.1155/2017/3192967","title":"Turnout Fault Diagnosis through Dynamic Time Warping and Signal Normalization","year":2017,"lang":"en","type":"article","venue":"Journal of Advanced Transportation","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"State Key Laboratory of Rail Traffic Control and Safety; Beijing Jiaotong University; National Natural Science Foundation of China","keywords":"Turnout; Dynamic time warping; Normalization (sociology); Microcomputer; Fault (geology); Computer science; Similarity (geometry); Medical diagnosis; Image warping; Data mining; Artificial intelligence; Telecommunications; Medicine","authors":[{"name":"Shize Huang","is_ca":false},{"name":"Fan Zhang","is_ca":false},{"name":"Rongjie Yu","is_ca":false},{"name":"Wei Chen","is_ca":false},{"name":"Fei Hu","is_ca":false},{"name":"Decun Dong","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004544930960011549,"gpt":0.2206218313178903,"spread":0.2160769003578788,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003498791,0.0009261682,0.0004769958,0.001820777,0.0002819502,0.000683659,0.0004583566,0.0004153874,0.0009096799],"category_scores_gemma":[0.001888285,0.0002362426,0.0004324573,0.001205671,0.0004112873,0.001094642,0.0004861437,0.0004380688,0.0004160546],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003289127,"about_ca_system_score_gemma":0.0004708679,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002441598,"about_ca_topic_score_gemma":0.001669729,"domain_scores_codex":[0.9995159,0.00004969156,0.00003640932,0.0001702641,0.0001806513,0.00004702289],"domain_scores_gemma":[0.999453,0.0001413738,0.0001183481,0.00007211968,0.000184472,0.00003080539],"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":[0.0003984713,0.00007457103,0.005804082,0.0001314835,0.0000491571,0.0005117041,0.0002739606,0.0505483,0.1150046,0.001964067,0.001205611,0.8240341],"study_design_scores_gemma":[0.00001727088,0.0001896496,0.01053288,0.00001961756,0.00005971334,0.0007835182,0.0001982804,0.8805323,0.1012048,0.002270231,0.004145027,0.00004674928],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09937052,0.000314625,0.8967848,0.00009654477,0.0000630286,0.00007136193,0.00008781644,0.001685091,0.001526312],"genre_scores_gemma":[0.7575304,0.0003974508,0.2394079,0.00004497456,0.00003460904,0.00006653849,0.000297,0.0001304374,0.002090768],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002441598,"threshold_uncertainty_score":0.004854739,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027093557","doi":"10.1016/j.jsv.2008.11.024","title":"In-plane free vibration of circular annular disks","year":2009,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Vibration; Boundary value problem; Normal mode; Mathematics; Isotropy; Mathematical analysis; Elasticity (physics); Modal; Boundary (topology); Stiffness; Plane (geometry); Geometry; Physics; Structural engineering; Acoustics; Optics; Engineering; Materials science","authors":[{"name":"Salem Bashmal","is_ca":true},{"name":"Rama Bhat","is_ca":true},{"name":"S. Rakheja","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00579987104572631,"gpt":0.2021554259561215,"spread":0.1963555549103951,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001745072,0.0003319761,0.0005076111,0.0002730721,0.0003665392,0.0007063756,0.0004181193,0.0005299864,0.002677197],"category_scores_gemma":[0.000774299,0.0001867341,0.0001496265,0.0001556712,0.0006204442,0.0004839868,0.0005787944,0.0002464943,0.0004037899],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001548711,"about_ca_system_score_gemma":0.0001281182,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003841394,"about_ca_topic_score_gemma":0.0001763149,"domain_scores_codex":[0.9998751,0.00002589162,0.000005608787,0.00002722361,0.00003164433,0.00003467127],"domain_scores_gemma":[0.9996701,0.0001288069,0.0000469101,0.0000432568,0.0000509148,0.00005997708],"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":[0.006535386,0.0005364955,0.01463177,0.0004981147,0.0001738503,0.003074192,0.002182323,0.2783515,0.5233552,0.08812334,0.003714044,0.07882365],"study_design_scores_gemma":[0.0001390237,0.0004802587,0.01899263,0.00003031761,0.0000531692,0.0009148192,0.0009139922,0.9328551,0.0265904,0.01646421,0.002489574,0.0000766009],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9641924,0.0003624419,0.0240817,0.0001195438,0.00006596033,0.000009580066,0.00005691127,0.00005314907,0.01105832],"genre_scores_gemma":[0.9976779,0.00004796008,0.0007145584,0.000009506964,0.000009998584,0.000002908982,0.00001591024,0.000008299717,0.001513076],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002677197,"threshold_uncertainty_score":0.008956134,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1997661800","doi":"10.1139/l08-026","title":"Experimental evaluation of accuracy of current practices in analysis and design of railway track sleepers","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Ballast; Track (disk drive); Current (fluid); Structural engineering; Load factor; Engineering; Dynamic load testing; Structural dynamics; Load distribution; Structural load; Design load; Marine engineering; Finite element method; Mechanical engineering; Electrical engineering","authors":[{"name":"Javad Sadeghi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04174171387711336,"gpt":0.2708989364486757,"spread":0.2291572225715623,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006321642,0.0005111529,0.0003765343,0.0004199372,0.0005010319,0.0006598658,0.001426404,0.0006661805,0.001625021],"category_scores_gemma":[0.01680164,0.0003538091,0.0002778203,0.0002816278,0.0007933435,0.0006181714,0.0006192939,0.0003898732,0.0004374374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006641488,"about_ca_system_score_gemma":0.0004673434,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002753929,"about_ca_topic_score_gemma":0.003439124,"domain_scores_codex":[0.9950047,0.002044903,0.0004175644,0.0007283078,0.001629564,0.0001750556],"domain_scores_gemma":[0.9877115,0.006218398,0.0007909806,0.0027545,0.002427216,0.0000974724],"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":[0.005227338,0.002894748,0.04882255,0.001165216,0.0002176057,0.000143322,0.003844755,0.2268213,0.4464526,0.004173565,0.0007970958,0.2594399],"study_design_scores_gemma":[0.0006933404,0.01631065,0.04153933,0.0001792544,0.0002603271,0.0001990911,0.001765096,0.507643,0.4208263,0.001860672,0.008580935,0.0001419287],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8506019,0.0001049336,0.1459697,0.00007553628,0.00004101138,0.0002084323,0.0001370805,0.0004050265,0.002456524],"genre_scores_gemma":[0.9441313,0.00007750111,0.05465172,0.00001499356,0.000008290896,0.0001124746,0.00008877787,0.00003810453,0.0008769117],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006321642,"threshold_uncertainty_score":0.03343242,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076181060","doi":"10.1080/00423110600869537","title":"Comparability of the non-linear and linearized stability assessment during railway vehicle design","year":2006,"lang":"en","type":"article","venue":"Vehicle System Dynamics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Stability (learning theory); Linear stability; Linear model; Control theory (sociology); Dispersion (optics); Linear relationship; Mathematics; Computer science; Mechanics; Instability; Physics; Statistics","authors":[{"name":"Oldřich Polách","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008275506376542188,"gpt":0.200937302488727,"spread":0.1926617961121848,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000462091,0.0002118599,0.0001571456,0.0005540266,0.0001790377,0.000346823,0.0002334397,0.0001249909,0.001904553],"category_scores_gemma":[0.002093338,0.0001427653,0.0001861063,0.0001655639,0.0002036746,0.0003347838,0.0003315797,0.000151535,0.0003992967],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000292463,"about_ca_system_score_gemma":0.0002241512,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001339586,"about_ca_topic_score_gemma":0.001897293,"domain_scores_codex":[0.9994743,0.0002372281,0.00001734991,0.00003423477,0.0002148025,0.00002198422],"domain_scores_gemma":[0.9988497,0.0006992589,0.00009364585,0.00008284244,0.0002526828,0.00002189758],"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":[0.0009046979,0.0001329468,0.02017109,0.0005590366,0.00009898194,0.0001239301,0.0009872429,0.595467,0.1029476,0.004871865,0.0007357359,0.2729999],"study_design_scores_gemma":[0.0000388974,0.0006154316,0.0225553,0.00002478643,0.00004473162,0.00009219503,0.0002251813,0.9006897,0.07260909,0.001406531,0.001651593,0.0000466037],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7302759,0.0001647305,0.2614544,0.00005051327,0.00001068247,0.00004802602,0.0000770683,0.000784922,0.007133742],"genre_scores_gemma":[0.9932073,0.00002517897,0.005493059,0.0000033331,0.000002036724,0.00002351091,0.00004655885,0.00003342257,0.001165591],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001904553,"threshold_uncertainty_score":0.006371319,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1982978100","doi":"10.1139/l05-051","title":"A new transition curve with enhanced properties","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Acceleration; Curvature; Degree (music); Function (biology); Mathematics; Engineering; Mechanics; Structural engineering; Simulation; Geometry; Physics; Acoustics; Classical mechanics","authors":[{"name":"Ergin Tarı","is_ca":false},{"name":"Orhan Baykal","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004430142003818359,"gpt":0.1453533153402848,"spread":0.1409231733364664,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004358088,0.0005509621,0.0004525738,0.001340423,0.0003923304,0.001102616,0.0007964609,0.0007946657,0.006695081],"category_scores_gemma":[0.002193033,0.0001724666,0.0009112118,0.001247587,0.000542217,0.001349075,0.0007998717,0.0006733243,0.001678789],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007315103,"about_ca_system_score_gemma":0.001083024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00247632,"about_ca_topic_score_gemma":0.001375058,"domain_scores_codex":[0.999433,0.00006689569,0.00003485362,0.00008623409,0.0003135139,0.00006547954],"domain_scores_gemma":[0.9983422,0.0002209606,0.0001548458,0.0003702338,0.0007706247,0.0001412284],"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":[0.000772557,0.0002900821,0.007979861,0.0007094085,0.00006324979,0.0007524216,0.0005518129,0.2436299,0.1008192,0.1034259,0.009151787,0.5318539],"study_design_scores_gemma":[0.0001477383,0.001663969,0.007667449,0.0001293681,0.0000980828,0.00274539,0.0002372853,0.7775627,0.06117053,0.02111994,0.1272723,0.0001851861],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1467516,0.0005190775,0.8044398,0.0002381361,0.0001737833,0.0002667491,0.0003692867,0.002926789,0.04431474],"genre_scores_gemma":[0.8485171,0.0003637239,0.1388739,0.00006829726,0.00003760638,0.0001498831,0.000550785,0.0003303344,0.0111083],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006695081,"threshold_uncertainty_score":0.02239734,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2123703695","doi":"10.1139/t04-067","title":"Vibration barriers for shock-producing equipment","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Hammer; Cushion; Trench; Embedment; Vibration; Finite element method; Vibration isolation; Structural engineering; Geotechnical engineering; Foundation (evidence); Engineering; Constructability; Ground vibrations; Geology; Layer (electronics); Materials science; Acoustics","authors":[{"name":"M. Hesham El Naggar","is_ca":false},{"name":"Abdul Ghafar Chehab","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007013768096818656,"gpt":0.1989799865173563,"spread":0.1919662184205377,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000161738,0.0003139488,0.0002216158,0.0002786822,0.0002030505,0.0004230861,0.000363916,0.0004416548,0.001797753],"category_scores_gemma":[0.0005469697,0.0002041027,0.000216005,0.0001719917,0.0002870913,0.0003413901,0.0003303747,0.0002589286,0.0002533744],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002273386,"about_ca_system_score_gemma":0.0003703536,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001950653,"about_ca_topic_score_gemma":0.00318066,"domain_scores_codex":[0.999893,0.00002736706,0.000005124738,0.00001284854,0.00004669815,0.00001494634],"domain_scores_gemma":[0.9998294,0.00009520414,0.00002847649,0.000016119,0.0000192745,0.00001146573],"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":[0.000262716,0.00009105234,0.004511927,0.0004421687,0.00002170365,0.000516829,0.0002349488,0.732833,0.1967909,0.01414289,0.0005519316,0.04959989],"study_design_scores_gemma":[0.00003635961,0.0003416772,0.004621262,0.00005133506,0.00002991399,0.0003086002,0.0001637545,0.9544976,0.03245043,0.002182053,0.005292472,0.00002452199],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5346104,0.0005915092,0.4565492,0.0001143352,0.0000339438,0.00009116021,0.00009520703,0.0003256855,0.007588597],"genre_scores_gemma":[0.9681542,0.0003572336,0.02771435,0.00001406223,0.000004788952,0.00004639405,0.00005719364,0.00001976422,0.003632025],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001950653,"threshold_uncertainty_score":0.006014109,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3145694833","doi":"10.1016/j.eswa.2021.114996","title":"Modeling train timetables as images: A cost-sensitive deep learning framework for delay propagation pattern recognition","year":2021,"lang":"en","type":"article","venue":"Expert Systems with Applications","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":51,"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":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Computer science; Deep learning; Component (thermodynamics); Convolutional neural network; Artificial intelligence; Backpropagation; Data modeling; Artificial neural network; Machine learning; Pattern recognition (psychology); Database","authors":[{"name":"Ping Huang","is_ca":false},{"name":"Zhongcan Li","is_ca":false},{"name":"Chao Wen","is_ca":true},{"name":"Javad Lessan","is_ca":true},{"name":"Francesco Corman","is_ca":false},{"name":"Liping Fu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01272543052202176,"gpt":0.234794696189414,"spread":0.2220692656673922,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003410428,0.0007534088,0.0006633312,0.0005119484,0.0001743512,0.0007416172,0.001694845,0.001024866,0.002268896],"category_scores_gemma":[0.001101918,0.0004911499,0.0005055867,0.0007660004,0.0003044568,0.0009069282,0.0006655371,0.001585911,0.0007053541],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008577711,"about_ca_system_score_gemma":0.0009742419,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01681138,"about_ca_topic_score_gemma":0.01744141,"domain_scores_codex":[0.9998636,0.00001606783,0.000005981733,0.00005236799,0.00003077534,0.00003121077],"domain_scores_gemma":[0.99975,0.00008825007,0.00003626535,0.00003437164,0.00006808533,0.000023169],"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":[0.0001537919,0.0001066069,0.0009576232,0.00005811905,0.00004990566,0.00006054299,0.00002803354,0.7804666,0.006827901,0.00666491,0.003966824,0.2006593],"study_design_scores_gemma":[0.00000150126,0.000006067395,0.00006314236,0.000001890913,0.000003149732,0.000004428772,0.000001455239,0.9978533,0.0006661197,0.001223612,0.0001733304,0.000001916242],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03340118,0.0004865683,0.9629164,0.0002887142,0.00009888261,0.00002759448,0.0004998555,0.00113365,0.001147149],"genre_scores_gemma":[0.8163521,0.0006582015,0.1723586,0.0002674031,0.0001189341,0.00009037863,0.001421636,0.0001937646,0.00853894],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01681138,"threshold_uncertainty_score":0.03342706,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2014783749","doi":"10.1080/00423114.2010.527011","title":"Active lateral secondary suspension with<i>H</i><sub>∞</sub>control to improve ride comfort: simulations on a full-scale model","year":2011,"lang":"en","type":"article","venue":"Vehicle System Dynamics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Bombardier (Canada)","funders":"Trafikverket","keywords":"Bogie; Centring; Engineering; Suspension (topology); Scale model; Automotive engineering; Structural engineering; Ride quality; Track (disk drive); Control (management); Simulation; Control theory (sociology); Mechanical engineering; Computer science; Aerospace engineering","authors":[{"name":"Anneli Orvnäs","is_ca":false},{"name":"Sebastian Stichel","is_ca":false},{"name":"Rickard Persson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00474938924454309,"gpt":0.1689538975199109,"spread":0.1642045082753678,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001918123,0.0003612071,0.0005557421,0.0001993013,0.0003366132,0.0004527809,0.0006473624,0.000860318,0.004942392],"category_scores_gemma":[0.0005586799,0.0002016595,0.0006066455,0.0001496298,0.0004713705,0.0003779512,0.0004618627,0.0004501722,0.0003276699],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004346392,"about_ca_system_score_gemma":0.0005215271,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01880192,"about_ca_topic_score_gemma":0.01183188,"domain_scores_codex":[0.9999148,0.00002192176,0.00000298931,0.000009947275,0.00002136623,0.00002907382],"domain_scores_gemma":[0.9997076,0.0001298704,0.00003373335,0.00002853152,0.00006096885,0.0000392231],"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":[0.00009505411,0.00005957628,0.00102001,0.00004242367,0.00001611252,0.000097537,0.0000440397,0.9932076,0.002867017,0.0004272353,0.0002084404,0.001915002],"study_design_scores_gemma":[0.00003541561,0.0001552216,0.000559155,0.00000323303,0.000009162351,0.000008116581,0.00003891213,0.9982182,0.0006459481,0.00009545669,0.0002260767,0.000005024334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9724467,0.00006518164,0.0150483,0.0001153101,0.00002224164,0.00005181714,0.0002212639,0.0001967508,0.01183242],"genre_scores_gemma":[0.9977744,0.00002140805,0.0007595322,0.000008430897,0.000001486295,0.00002088287,0.00004690042,0.000008599854,0.001358298],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01880192,"threshold_uncertainty_score":0.03738499,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2616555708","doi":"10.1177/0954409717708895","title":"Influence of a flexible wheelset on the dynamic responses of a high-speed railway car due to a wheel flat","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Bogie; Structural engineering; Axle; Track (disk drive); Acceleration; Vibration; Flexibility (engineering); Engineering; Slab; Critical speed; Multibody system; Automotive engineering; Mechanical engineering; Acoustics; Physics","authors":[{"name":"Xingwen Wu","is_ca":true},{"name":"Subhash Rakheja","is_ca":true},{"name":"A.K.W. Ahmed","is_ca":true},{"name":"Maoru Chi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009990657271910966,"gpt":0.2131437513721384,"spread":0.2031530941002275,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002166178,0.0003906795,0.000261419,0.0003307645,0.0003163253,0.000329175,0.0002326731,0.0004433767,0.001270087],"category_scores_gemma":[0.0004997105,0.0002301613,0.0003879433,0.0001223565,0.0005192333,0.0002126425,0.0005020799,0.0002773008,0.0001899439],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000185702,"about_ca_system_score_gemma":0.0002719497,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005203344,"about_ca_topic_score_gemma":0.005959975,"domain_scores_codex":[0.9998627,0.00002242933,0.00000514727,0.00001598848,0.00004296395,0.00005080678],"domain_scores_gemma":[0.9997597,0.00009187591,0.00004468387,0.00002832857,0.00003931592,0.00003604771],"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":[0.001368378,0.0001999353,0.02092023,0.0001512235,0.0001435316,0.002405629,0.0005170791,0.4923755,0.4661855,0.0006239539,0.0002126875,0.01489641],"study_design_scores_gemma":[0.00004375217,0.001210718,0.09973114,0.0000241317,0.0001202878,0.0003091711,0.0009192261,0.8463272,0.05047783,0.0002878361,0.0004920393,0.00005672139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9937207,0.00002404893,0.005410746,0.00001182361,0.000006711609,0.00000552538,0.00001751443,0.00003452201,0.000768484],"genre_scores_gemma":[0.9996865,0.0000130723,0.0001168686,0.000003142419,6.968141e-7,0.000001856895,0.000009233766,0.000001826737,0.0001668358],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005203344,"threshold_uncertainty_score":0.01034611,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2111420168","doi":"10.1139/t06-077","title":"Modeling the mechanical behavior of railway ballast using artificial neural networks","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Ballast; Geotechnical engineering; Artificial neural network; Constitutive equation; Structural engineering; Engineering; Hardening (computing); Strain hardening exponent; Deformation (meteorology); Finite element method; Geology; Materials science; Computer science; Composite material","authors":[{"name":"Mohamed A. Shahin","is_ca":false},{"name":"Buddhima Indraratna","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01274782890872336,"gpt":0.201148480531505,"spread":0.1884006516227817,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002691359,0.0005740796,0.0003113048,0.0003697533,0.000172942,0.0004384164,0.0005246503,0.0007841394,0.0009389324],"category_scores_gemma":[0.0007473546,0.000317645,0.0003239315,0.0003751109,0.0002073091,0.0005813972,0.0001714316,0.0003423297,0.0002134304],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004679218,"about_ca_system_score_gemma":0.000359665,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01446272,"about_ca_topic_score_gemma":0.01193673,"domain_scores_codex":[0.9998932,0.0000241234,0.000009707496,0.00002840047,0.00002846636,0.00001614563],"domain_scores_gemma":[0.9997595,0.0001303298,0.00003797953,0.00001172945,0.00005439206,0.000006121681],"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":[0.00001685835,0.00001717248,0.0007551418,0.00001328823,0.000009993413,0.0000182559,0.000007310313,0.992392,0.001018183,0.0001405675,0.00006309945,0.005548147],"study_design_scores_gemma":[6.554673e-7,0.000004175949,0.0001752,8.006658e-7,0.000001176235,0.000001662574,0.000001126543,0.9995505,0.0001601219,0.00007974941,0.00002388577,9.876179e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5119643,0.0006702949,0.4807613,0.0002417906,0.00005195208,0.00005878196,0.0003617525,0.000767682,0.005122194],"genre_scores_gemma":[0.978151,0.0002891649,0.01915263,0.00001839858,0.00001212149,0.00007635156,0.0002263502,0.00001237569,0.002061595],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01446272,"threshold_uncertainty_score":0.02875704,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2012643667","doi":"10.1016/j.engstruct.2012.12.031","title":"A numerical element for vehicle–bridge interaction analysis of vehicles experiencing sudden deceleration","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Acceleration; Deflection (physics); Structural engineering; Bridge (graph theory); Substructure; Contact force; Vehicle dynamics; Finite element method; Engineering; Computer science; Automotive engineering; Physics","authors":[{"name":"Hossein Azimi","is_ca":true},{"name":"Khaled Galal","is_ca":true},{"name":"O. A. Pekau","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007463484556702412,"gpt":0.225700175590617,"spread":0.2182366910339146,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000312345,0.000379615,0.0005500402,0.0004699238,0.0006928718,0.0006340644,0.001420319,0.001742233,0.004950961],"category_scores_gemma":[0.0008752558,0.000418565,0.0005494983,0.0003130519,0.0006229352,0.0005384401,0.0009609378,0.000757825,0.0008095519],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003300102,"about_ca_system_score_gemma":0.0007889012,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002820448,"about_ca_topic_score_gemma":0.002551564,"domain_scores_codex":[0.9998555,0.00003101353,0.000006905353,0.00001827765,0.00007071203,0.00001754428],"domain_scores_gemma":[0.9997596,0.0001074184,0.00001724255,0.00002882351,0.0000664907,0.0000203412],"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":[0.00007346647,0.0001916711,0.001265891,0.00008645971,0.00002999325,0.0001725513,0.0002098617,0.9430261,0.02136197,0.01350102,0.000889415,0.01919156],"study_design_scores_gemma":[0.000003514988,0.00001712934,0.00009680758,0.000004238466,0.000002706654,0.00001266099,0.00002081955,0.9978987,0.0007040313,0.0004253763,0.0008107857,0.000003200971],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1148947,0.0001481689,0.865964,0.0002480147,0.0001489841,0.0001727168,0.0001681942,0.0003318594,0.01792332],"genre_scores_gemma":[0.7572858,0.0002673228,0.2239102,0.0001429365,0.00005740438,0.0003877355,0.0003128915,0.0002373087,0.01739845],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004950961,"threshold_uncertainty_score":0.01656264,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2797092537","doi":"10.1139/cgj-2017-0163","title":"Use of fiber optic sensing to measure distributed rail strains and determine rail seat forces under a moving train","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"Vanguard College; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deflection (physics); Strain gauge; Structural engineering; Vibration; Optical fiber; Load cell; Engineering; Accelerometer; Track (disk drive); Geotechnical engineering; Computer science; Acoustics; Mechanical engineering; Telecommunications; Optics","authors":[{"name":"Lisa N. Wheeler","is_ca":true},{"name":"W. Andy Take","is_ca":true},{"name":"Neil A. Hoult","is_ca":true},{"name":"Hoat Le","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01946161484784164,"gpt":0.2067224645806995,"spread":0.1872608497328579,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002017499,0.00027222,0.0001210329,0.0005463551,0.0002896575,0.0002041827,0.0003193354,0.0002006662,0.0007912872],"category_scores_gemma":[0.0003873408,0.0001574178,0.00009070218,0.0004339778,0.0002450221,0.0002545706,0.0002110621,0.0002002214,0.0001346672],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003376361,"about_ca_system_score_gemma":0.0005240503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01551876,"about_ca_topic_score_gemma":0.05222018,"domain_scores_codex":[0.9998279,0.00001233106,0.000006275307,0.00003996514,0.00009025525,0.00002324375],"domain_scores_gemma":[0.999767,0.00005453645,0.00004923858,0.00001806755,0.00009051879,0.00002064986],"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":[0.0001624732,0.0001048425,0.04018662,0.00006677055,0.00001497433,0.00006734573,0.0004193289,0.002380722,0.9009795,0.0002315236,0.0001572453,0.05522865],"study_design_scores_gemma":[0.00003448776,0.001337513,0.3839352,0.00002919528,0.00006647805,0.0005315356,0.0008741087,0.05373562,0.5566997,0.0002835416,0.002388851,0.00008371992],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9734211,0.00007750027,0.02488927,0.0000233582,0.00001186413,0.00003273238,0.0001210117,0.00009041683,0.001332845],"genre_scores_gemma":[0.9729202,0.00009832739,0.02564737,0.00001876559,0.000004189937,0.00002129594,0.00005891774,0.000009965865,0.001220895],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01551876,"threshold_uncertainty_score":0.03085685,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2034358315","doi":"10.1016/s0094-114x(01)00006-4","title":"Lateral stability and steady state curving performance of unconventional rail trucks","year":2001,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Truck; Stability (learning theory); Engineering; Suspension (topology); Compatibility (geochemistry); Structural engineering; Control theory (sociology); Automotive engineering; Computer science; Mathematics","authors":[{"name":"Rao V. Dukkipati","is_ca":false},{"name":"S. Narayana Swamy","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006489614869028472,"gpt":0.1822589008604943,"spread":0.1757692859914659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002590414,0.0001824581,0.0002371552,0.0003720385,0.0004431826,0.0005116686,0.0002117385,0.0003453398,0.001602038],"category_scores_gemma":[0.001263083,0.0001712435,0.0001788125,0.0002879199,0.0005128224,0.0003503491,0.0003569749,0.000184433,0.0003011258],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005149814,"about_ca_system_score_gemma":0.0003529174,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007672828,"about_ca_topic_score_gemma":0.00672661,"domain_scores_codex":[0.999918,0.00001604157,0.000003960893,0.00001611901,0.00001802827,0.00002797401],"domain_scores_gemma":[0.9993692,0.0001951314,0.00009251382,0.00005764268,0.0002318914,0.00005360134],"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":[0.002943611,0.0001697969,0.03515912,0.00007582952,0.00005247681,0.0003041056,0.0007632856,0.8308873,0.1038476,0.007029018,0.0007154294,0.01805244],"study_design_scores_gemma":[0.00001958751,0.0002471345,0.02212032,0.000009337848,0.00001083178,0.00004418657,0.0003145592,0.9657967,0.009661144,0.001500745,0.0002445427,0.00003099632],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998116,0.00001385542,0.0009391868,0.00001212539,0.000001207569,0.00000141072,0.00002074992,0.00001264246,0.0008828387],"genre_scores_gemma":[0.9994647,0.000005499608,0.00006064325,9.754092e-7,3.461176e-7,9.166135e-7,0.00002165754,0.000002698443,0.0004424847],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007672828,"threshold_uncertainty_score":0.01525629,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2560795425","doi":"10.1139/cgj-2016-0256","title":"Performance assessment of peat rail subgrade before and after mass stabilization","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subgrade; Ballast; Stiffness; Geotechnical engineering; Track (disk drive); Modulus; Train; Structural engineering; Peat; Geology; Engineering; Environmental science; Materials science; Composite material; Mechanical engineering","authors":[{"name":"Lisa N. Wheeler","is_ca":true},{"name":"W. Andy Take","is_ca":true},{"name":"Neil A. Hoult","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00390221883264795,"gpt":0.1873034458265281,"spread":0.1834012269938801,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000490061,0.0003562373,0.0002738496,0.0005953753,0.0003755231,0.0004476633,0.0003257646,0.0002732375,0.001075035],"category_scores_gemma":[0.0008025266,0.0001065306,0.0002245041,0.0003651489,0.000249358,0.0003058346,0.0002699513,0.000188115,0.0003357132],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006448145,"about_ca_system_score_gemma":0.0004443518,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01205906,"about_ca_topic_score_gemma":0.04268411,"domain_scores_codex":[0.9997619,0.00001880465,0.00001249848,0.00004208951,0.0001257577,0.00003897955],"domain_scores_gemma":[0.9994844,0.00005494488,0.0001095242,0.00003516277,0.000242557,0.00007335452],"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":[0.001663439,0.0003984951,0.2143016,0.0002148887,0.0000514362,0.0005586711,0.0008264324,0.01604848,0.7044746,0.0002407907,0.0001984222,0.06102275],"study_design_scores_gemma":[0.00002499493,0.004141127,0.7031965,0.00004081082,0.00008756763,0.0002208755,0.001189552,0.02851605,0.2606293,0.0001129827,0.001793156,0.0000471686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987888,0.00002161664,0.0007403074,0.000003601443,0.000002812486,0.000007596046,0.00004636182,0.00002025761,0.0003686378],"genre_scores_gemma":[0.9984185,0.00002422577,0.0007540022,0.000002105592,8.595132e-7,0.000004387346,0.00006916025,0.000006811397,0.0007200619],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.987941,"threshold_uncertainty_score":0.02397776,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2995750480","doi":"","title":"Mud pumping under railtracks: mechanisms, assessments and solutions","year":2019,"lang":"en","type":"article","venue":"Research Online (University of Wollongong)","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geology; Environmental science; Computer science","authors":[{"name":"Thanh Trung Nguyen","is_ca":false},{"name":"Buddhima Indraratna","is_ca":false},{"name":"Richard Kelly","is_ca":false},{"name":"Nghi Minh Phan","is_ca":false},{"name":"Ferry Haryono","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04097091834380932,"gpt":0.2894550807893531,"spread":0.2484841624455437,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001354367,0.00100472,0.001137691,0.002933745,0.0004742063,0.002343463,0.001032926,0.001810846,0.002492212],"category_scores_gemma":[0.001901704,0.0004538469,0.001359927,0.002076118,0.0009203622,0.00268752,0.00121873,0.0009193885,0.0004649114],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001781419,"about_ca_system_score_gemma":0.003119081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007210017,"about_ca_topic_score_gemma":0.00876128,"domain_scores_codex":[0.9989514,0.0001976997,0.0001742144,0.0001922802,0.0003836744,0.0001006156],"domain_scores_gemma":[0.9988502,0.0004881667,0.0002775038,0.0000262933,0.0003276484,0.00003010273],"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":[0.0001565511,0.0001147121,0.00571453,0.1110411,0.000445764,0.001005538,0.0009822227,0.008697291,0.009354278,0.03036465,0.01205058,0.8200728],"study_design_scores_gemma":[0.00003706305,0.0009081215,0.02079348,0.0546882,0.001432133,0.002594623,0.003732002,0.006661403,0.01681775,0.02636541,0.8657007,0.0002691075],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.007595666,0.9818257,0.003615411,0.001531868,0.0003106692,0.00006409916,0.0002467499,0.00005052675,0.004759222],"genre_scores_gemma":[0.03963237,0.9561245,0.001886709,0.0003090383,0.0001719956,0.00004505905,0.0001546108,0.000007859791,0.001667906],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007210017,"threshold_uncertainty_score":0.01433611,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4409196680","doi":"10.1016/j.ress.2025.111092","title":"Physics-informed deep learning for virtual rail train trajectory following control","year":2025,"lang":"en","type":"article","venue":"Reliability Engineering & System Safety","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; University of Manitoba","keywords":"Trajectory; Control (management); Deep learning; Engineering; Computer science; Artificial intelligence; Operations research; Industrial engineering; Aeronautics; Simulation; Physics","authors":[{"name":"Yuanjin Ji","is_ca":false},{"name":"Youpei Huang","is_ca":false},{"name":"Maozhenning Yang","is_ca":false},{"name":"Han Leng","is_ca":false},{"name":"Lihui Ren","is_ca":false},{"name":"Hongda Liu","is_ca":false},{"name":"Yuejian Chen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002980478291271735,"gpt":0.1909200413138703,"spread":0.1879395630225986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003330323,0.0006862993,0.0007261307,0.0003839816,0.0003955209,0.0006653797,0.001244528,0.001224839,0.003881337],"category_scores_gemma":[0.00106914,0.000524219,0.0005713865,0.0003230688,0.0005233495,0.0008605865,0.001376409,0.001441749,0.0006232137],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007332698,"about_ca_system_score_gemma":0.001181423,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01744649,"about_ca_topic_score_gemma":0.01729916,"domain_scores_codex":[0.9998513,0.00001987993,0.000005518857,0.00004744107,0.00003572107,0.00004011014],"domain_scores_gemma":[0.9996905,0.0001351595,0.00002753651,0.0000399845,0.00007310278,0.00003382046],"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":[0.0001236632,0.00008200503,0.0003676749,0.00003389424,0.00002930978,0.00004408223,0.00002641326,0.9231725,0.002730914,0.003025869,0.001588387,0.06877538],"study_design_scores_gemma":[0.000001732147,0.00000755,0.00003204311,0.0000012279,0.000001135889,0.000002012939,0.0000010703,0.9990626,0.0001705114,0.0006504065,0.00006869494,0.000001029176],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06997436,0.0004648574,0.9206641,0.0005076782,0.0001665459,0.000047586,0.0002486433,0.002329873,0.005596294],"genre_scores_gemma":[0.9563571,0.0001007512,0.03742209,0.0002391719,0.00004433337,0.00005105792,0.0003166254,0.00009341112,0.005375426],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01744649,"threshold_uncertainty_score":0.0346899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2159098248","doi":"10.1177/0954409712441744","title":"Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Track (disk drive); Structural engineering; Computer science; Engineering; Geotechnical engineering; Mechanical engineering; Acoustics","authors":[{"name":"Simon Jones","is_ca":true},{"name":"Kirsty Kuo","is_ca":false},{"name":"M.F.M. Hussein","is_ca":false},{"name":"H.E.M. Hunt","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02054636717291678,"gpt":0.1982054661751868,"spread":0.1776590990022701,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007319008,0.0009392737,0.0009633303,0.0007285494,0.0006713076,0.001542251,0.001794854,0.001357404,0.0004828286],"category_scores_gemma":[0.0343616,0.0007973998,0.001047903,0.0007651067,0.001468959,0.002337767,0.001681835,0.001821673,0.0001924099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001307649,"about_ca_system_score_gemma":0.0009987069,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01238951,"about_ca_topic_score_gemma":0.005690165,"domain_scores_codex":[0.9953762,0.001563366,0.0004408876,0.0005914432,0.001672929,0.0003550089],"domain_scores_gemma":[0.9747376,0.01804925,0.0026958,0.0027477,0.001635309,0.0001342982],"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":[0.00004280081,0.00002129041,0.004075413,0.00003576033,0.00001960063,0.0000753171,0.00008453494,0.9891699,0.00099707,0.001268166,0.00006153855,0.004148548],"study_design_scores_gemma":[0.000007267802,0.00004284302,0.002747742,0.00003327853,0.00002053105,0.00004361389,0.00007786658,0.9920726,0.002229993,0.002524407,0.0001721267,0.00002765209],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5966966,0.0003712965,0.3973613,0.0005244271,0.00006327593,0.00009361195,0.0004609245,0.0005446905,0.003883901],"genre_scores_gemma":[0.989087,0.0001205058,0.01042414,0.00002664377,0.00001031623,0.00003184119,0.0001280126,0.00002620684,0.0001454264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01238951,"threshold_uncertainty_score":0.03870708,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2572186048","doi":"10.1155/2017/6173795","title":"Energy-Efficient Train Operation Using Nature-Inspired Algorithms","year":2017,"lang":"en","type":"article","venue":"Journal of Advanced Transportation","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Eskişehir Osmangazi Üniversitesi","keywords":"Punctuality; Evolutionary algorithm; Computer science; Fitness function; Simulated annealing; Algorithm; Nonlinear system; Train; Process (computing); Convergence (economics); Mathematical optimization; Firefly algorithm; Genetic algorithm; Firefly protocol; Penalty method; Track (disk drive); Engineering; Artificial intelligence; Machine learning; Mathematics; Particle swarm optimization","authors":[{"name":"Kemal Keskin","is_ca":false},{"name":"Abdurrahman Karamancıoğlu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007304261957306004,"gpt":0.239479320464978,"spread":0.232175058507672,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002299461,0.0003842139,0.0004177128,0.0003887177,0.0002948137,0.0006079569,0.000551549,0.0005615721,0.001247775],"category_scores_gemma":[0.0004493704,0.0002483781,0.0004727244,0.0004171656,0.000293886,0.0004254545,0.0003755397,0.0003474019,0.0002246801],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004182818,"about_ca_system_score_gemma":0.0004939394,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002612616,"about_ca_topic_score_gemma":0.001956413,"domain_scores_codex":[0.9999055,0.00002008254,0.000004399474,0.00001319243,0.0000435256,0.00001332158],"domain_scores_gemma":[0.999884,0.00005739156,0.00001806533,0.00001036078,0.00002451251,0.000005499796],"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":[0.00001374559,0.00002028146,0.0002433449,0.00003125503,0.00001377995,0.00002893658,0.00002333935,0.9733136,0.002003802,0.005417251,0.0002961569,0.01859462],"study_design_scores_gemma":[0.000003191946,0.000008085814,0.00004881241,0.000002448755,0.00000239189,0.000006554289,0.00000330747,0.9981389,0.0002913518,0.001032166,0.0004609702,0.000001738517],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04547918,0.0005046309,0.937633,0.0001707218,0.00004117961,0.00007040961,0.00003848948,0.000319531,0.01574283],"genre_scores_gemma":[0.8231438,0.0005007109,0.1688326,0.00006776686,0.00002719041,0.0002264287,0.00008494107,0.00007563466,0.007040939],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002612616,"threshold_uncertainty_score":0.005194783,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2113828448","doi":"10.1177/0954409712447230","title":"A train air brake force model: Locomotive automatic brake valve and brake pipe flow formulations","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Brake; Ordinary differential equation; Air brake; Differential equation; Airflow; Partial differential equation; Engineering; Coordinate system; Mechanics; Control theory (sociology); Mechanical engineering; Computer science; Mathematics; Physics; Mathematical analysis; Geometry","authors":[{"name":"Stefano Specchia","is_ca":false},{"name":"Ali Afshari","is_ca":false},{"name":"Ahmed A. Shabana","is_ca":false},{"name":"Nelson Caldwell","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00841864305529949,"gpt":0.1921310353121482,"spread":0.1837123922568487,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000279826,0.0006817878,0.0004572253,0.0004237013,0.0003762702,0.0009416071,0.001510562,0.001496196,0.004084472],"category_scores_gemma":[0.0004879083,0.0003375047,0.0005831656,0.0003969134,0.0004679488,0.001112311,0.0005656527,0.0007974192,0.001023937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006252632,"about_ca_system_score_gemma":0.001333797,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01241643,"about_ca_topic_score_gemma":0.005954339,"domain_scores_codex":[0.9998232,0.00002759198,0.000008782954,0.0000444883,0.00007754489,0.0000183885],"domain_scores_gemma":[0.9998597,0.0000314498,0.00002933703,0.0000132359,0.00005592626,0.00001041214],"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":[0.00003181195,0.00006706459,0.000629591,0.00009754174,0.00001110989,0.0001014601,0.00008134993,0.9409466,0.00687216,0.0366776,0.001047572,0.01343603],"study_design_scores_gemma":[0.000006253575,0.00002459689,0.0001794099,0.000006284975,0.00000336483,0.0000220066,0.00001109166,0.9951081,0.0004746923,0.001612141,0.00254637,0.000005739927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0312618,0.000373637,0.9421811,0.0002954014,0.00008849467,0.000137588,0.0004189094,0.0003677238,0.02487539],"genre_scores_gemma":[0.8085912,0.001131931,0.1213373,0.0001774208,0.0001513061,0.0007690972,0.0008070546,0.0002170383,0.06681752],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01241643,"threshold_uncertainty_score":0.0246883,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1973587456","doi":"10.1016/j.wear.2004.03.033","title":"A numerical simulation of wheel wear","year":2004,"lang":"en","type":"article","venue":"Wear","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Flange; Automotive engineering; Computer simulation; Contact force; Reduction (mathematics); Materials science; Structural engineering; Computer science; Engineering; Simulation; Physics","authors":[{"name":"Eric Magel","is_ca":true},{"name":"J Kalousek","is_ca":true},{"name":"Robert Caldwell","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005516425822626075,"gpt":0.2005056763479515,"spread":0.1949892505253254,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002843091,0.0003873618,0.0008292553,0.0006262867,0.0007834339,0.0009059448,0.0009502107,0.001934148,0.00396255],"category_scores_gemma":[0.002290599,0.0004288479,0.0006612984,0.0007008998,0.0007962753,0.0004386329,0.0006351501,0.0005577081,0.0002529778],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006905257,"about_ca_system_score_gemma":0.0008372539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03244449,"about_ca_topic_score_gemma":0.01907725,"domain_scores_codex":[0.9998488,0.00003127317,0.000009195918,0.00001918547,0.00005238025,0.00003919469],"domain_scores_gemma":[0.9990483,0.0005685869,0.00006191705,0.00008094845,0.0001397129,0.0001005272],"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":[0.0001013782,0.00008677551,0.001538672,0.00003767306,0.00001793313,0.000145733,0.00008840341,0.9922096,0.001299134,0.001433045,0.0003246058,0.002717109],"study_design_scores_gemma":[0.00001926399,0.00003004919,0.0005028138,0.000005556411,0.000004799162,0.00001540843,0.00003632934,0.9986021,0.0002264563,0.0002581338,0.0002931241,0.000006039934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9342708,0.0003492614,0.03609058,0.0003876908,0.000207476,0.00008756971,0.0007011375,0.000349355,0.0275561],"genre_scores_gemma":[0.9934214,0.00007961137,0.004149454,0.00002297737,0.000008810868,0.00002535279,0.0001117259,0.00002026114,0.002160545],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03244449,"threshold_uncertainty_score":0.06451124,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2139297261","doi":"10.3233/sav-2011-0624","title":"Dynamic Response of a Beam Subjected to Moving Load and Moving Mass Supported by Pasternak Foundation","year":2012,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Moving load; Deflection (physics); Bending moment; Bending stiffness; Shear and moment diagram; Partial differential equation; Beam (structure); Stiffness; Structural engineering; Dynamic load testing; Added mass; Structural dynamics; Differential equation; Mechanics; Mathematics; Mathematical analysis; Physics; Classical mechanics; Engineering; Finite element method; Vibration; Acoustics","authors":[{"name":"Rajib Ul Alam Uzzal","is_ca":true},{"name":"Rama Bhat","is_ca":true},{"name":"Waiz Ahmed","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05449344256229312,"gpt":0.4192585857867852,"spread":0.3647651432244921,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001906041,0.0003057465,0.0003163911,0.0002747694,0.0001956693,0.0001941778,0.0002117914,0.0005843398,0.002428099],"category_scores_gemma":[0.0004041508,0.000141921,0.0001662314,0.0001845639,0.0002870582,0.0002144473,0.0002655354,0.0001675442,0.0002720205],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009301563,"about_ca_system_score_gemma":0.0001023353,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000850127,"about_ca_topic_score_gemma":0.001113784,"domain_scores_codex":[0.99986,0.00001770052,0.00000620261,0.00001994543,0.00006917159,0.00002690152],"domain_scores_gemma":[0.9998196,0.00007957986,0.00002755155,0.00001736809,0.00004150897,0.00001445359],"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":[0.0005845632,0.00003597164,0.005147452,0.0001252472,0.0000347719,0.001044743,0.0003574631,0.02829065,0.9458324,0.0004160362,0.0003463277,0.0177844],"study_design_scores_gemma":[0.00009207882,0.002650041,0.1566496,0.0001454915,0.0001533751,0.001513439,0.001971499,0.3662056,0.4631494,0.0009367613,0.006409253,0.0001234507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9933647,0.0001535568,0.004650354,0.000057578,0.00001946168,0.000006251842,0.00007081729,0.00004393239,0.001633385],"genre_scores_gemma":[0.9972323,0.0001088971,0.001008468,0.00002006231,0.00000277342,0.000008943372,0.00007031013,0.000005313229,0.001542986],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002428099,"threshold_uncertainty_score":0.008122742,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2980287707","doi":"10.1142/s021945542050011x","title":"Seismic Damage Mechanism of CRTS-II Slab Ballastless Track Structure on High-Speed Railway Bridges","year":2019,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Slab; Structural engineering; OpenSees; CRTS; Track (disk drive); Geology; Subgrade; Girder; Shear (geology); Finite element method; Stiffness; Engineering; Geotechnical engineering; Computer science; Mechanical engineering","authors":[{"name":"Wei Guo","is_ca":false},{"name":"Yao Hu","is_ca":false},{"name":"Wenqi Hou","is_ca":false},{"name":"Xia Gao","is_ca":false},{"name":"Dan Bu","is_ca":false},{"name":"Xu Xie","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004997627507096225,"gpt":0.2029688466181237,"spread":0.1979712191110275,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001658943,0.0003443837,0.0002168209,0.0006209154,0.0002921782,0.00022992,0.0005223094,0.000466273,0.000948465],"category_scores_gemma":[0.0002406729,0.00020429,0.0002711725,0.0002892014,0.0003819353,0.0003494538,0.0005406879,0.0001716822,0.0001503023],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004454349,"about_ca_system_score_gemma":0.0003087625,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007074174,"about_ca_topic_score_gemma":0.006781069,"domain_scores_codex":[0.9998906,0.000009350071,0.000007726269,0.00002201872,0.00004133715,0.00002897306],"domain_scores_gemma":[0.9998791,0.000009102547,0.00003437589,0.00001984746,0.00003566219,0.00002191973],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0004489401,0.0002780819,0.2810979,0.0002334718,0.0001084707,0.003948667,0.00147627,0.4045005,0.2696366,0.00299463,0.001638736,0.03363775],"study_design_scores_gemma":[0.00003704582,0.0005491063,0.3355024,0.00002703876,0.00009019919,0.0008288736,0.0007191077,0.6337942,0.02686861,0.0007808082,0.0007597208,0.00004268105],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998075,0.00003044017,0.001178247,0.0000161904,0.000002718335,0.000004702015,0.00002980541,0.00002042824,0.0006425189],"genre_scores_gemma":[0.9994017,0.00002423014,0.0001548453,0.000003737264,0.000001076829,0.000002226267,0.00003838805,0.000001540432,0.0003723409],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007074174,"threshold_uncertainty_score":0.01406598,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2135350857","doi":"10.1243/09544097jrrt363","title":"Derailment Risk Due to Coupler Jack-Knifing under Longitudinal Buff Force","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Derailment; RADIUS; Track (disk drive); Structural engineering; Engineering; Physics; Forensic engineering; Computer science; Mechanical engineering; Computer security","authors":[{"name":"Deming Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007022189219037449,"gpt":0.1901142219730314,"spread":0.183092032753994,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007400269,0.0002530461,0.0002366926,0.0007329509,0.0005822908,0.0005852052,0.0003864259,0.0007135444,0.003710791],"category_scores_gemma":[0.002746738,0.0001576424,0.0002524545,0.0002570981,0.0003461427,0.0003177956,0.0006601671,0.0003215708,0.0004559965],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001054351,"about_ca_system_score_gemma":0.0006597863,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0345651,"about_ca_topic_score_gemma":0.05015885,"domain_scores_codex":[0.9991435,0.0001097382,0.00003935424,0.00007398051,0.0004088763,0.0002245848],"domain_scores_gemma":[0.997799,0.0005482032,0.0008207759,0.0001240074,0.0005235131,0.0001845982],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001657223,0.0004255847,0.8390749,0.0001709751,0.0001342312,0.009300329,0.00175562,0.03095004,0.03833625,0.002113039,0.00229532,0.07378647],"study_design_scores_gemma":[0.00003218228,0.002413535,0.9067332,0.00007870511,0.0001807608,0.00678039,0.004579601,0.05801204,0.01639351,0.001003103,0.003703788,0.00008928984],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9955212,0.00007894838,0.0009615204,0.00006767389,0.000005951978,0.00001882614,0.00006682012,0.00002912759,0.003249949],"genre_scores_gemma":[0.9986564,0.00004883083,0.0002116762,0.00001088155,0.000003239329,0.00000302183,0.00004696136,0.0000018236,0.001017115],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0345651,"threshold_uncertainty_score":0.06872779,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3098717450","doi":"10.1029/2020sw002609","title":"Modeling Geomagnetic Interference on Railway Signaling Track Circuits","year":2020,"lang":"en","type":"article","venue":"Space Weather","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Track circuit; Ballast; Earth's magnetic field; Geomagnetically induced current; Electronic circuit; Electrical engineering; Track (disk drive); Equivalent circuit; Relay; Engineering; Electrical impedance; Admittance; SIGNAL (programming language); Electronic engineering; Computer science; Voltage; Power (physics); Geomagnetic storm; Physics; Magnetic field; Mechanical engineering","authors":[{"name":"D. H. Boteler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01585397755972608,"gpt":0.1966215898004092,"spread":0.1807676122406831,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001352979,0.0004469608,0.0002996743,0.0002450917,0.0002387551,0.0006021627,0.0006472215,0.0009073603,0.002352965],"category_scores_gemma":[0.0006305986,0.0002214098,0.000405859,0.0002501112,0.0004443111,0.0005982338,0.0002749659,0.0003407973,0.0002333834],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009721497,"about_ca_system_score_gemma":0.000455778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01274092,"about_ca_topic_score_gemma":0.007365104,"domain_scores_codex":[0.9998982,0.00002633028,0.000002802003,0.0000237294,0.00002882245,0.00002005441],"domain_scores_gemma":[0.99984,0.00007188867,0.00003623767,0.00001237726,0.00003193663,0.000007546694],"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":[0.00001684558,0.000009718291,0.0003033736,0.000009689094,0.000005441723,0.00005358658,0.00002024141,0.9930694,0.003169904,0.001885099,0.00006194509,0.001394844],"study_design_scores_gemma":[0.00000315854,0.00001280172,0.00009594907,0.000001167093,0.000003377075,0.000005835553,0.000004862743,0.9991353,0.0003529189,0.0002655557,0.0001179969,0.000001036679],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4590912,0.0002180533,0.5176554,0.0002041013,0.00003561666,0.00007762431,0.0002010888,0.0006303465,0.02188649],"genre_scores_gemma":[0.9925388,0.00009388584,0.003395215,0.000009914254,0.000006762966,0.00002257805,0.00003687142,0.0000232641,0.003872668],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01274092,"threshold_uncertainty_score":0.02533352,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2064581228","doi":"10.1016/j.engstruct.2011.03.012","title":"A modified numerical VBI element for vehicles with constant velocity including road irregularities","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Bridge (graph theory); Degrees of freedom (physics and chemistry); Contact force; Displacement (psychology); Interpolation (computer graphics); Acceleration; Moving load; Computer science; Structural engineering; Beam (structure); Finite element method; Engineering; Mechanical engineering; Physics; Classical mechanics","authors":[{"name":"Hossein Azimi","is_ca":true},{"name":"Khaled Galal","is_ca":true},{"name":"O. A. Pekau","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0166577417207535,"gpt":0.2046092651161182,"spread":0.1879515233953647,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003321502,0.0004864474,0.0006444133,0.0005033195,0.0003800682,0.0006513859,0.002416646,0.001560652,0.006373911],"category_scores_gemma":[0.0009321857,0.0004667655,0.0005350354,0.0004214037,0.0004887119,0.0006540611,0.0009026392,0.0009007294,0.002438273],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005006025,"about_ca_system_score_gemma":0.0007836826,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003098197,"about_ca_topic_score_gemma":0.00328135,"domain_scores_codex":[0.9997362,0.00004066067,0.00001336259,0.00003359309,0.000153402,0.00002274506],"domain_scores_gemma":[0.9997337,0.00005274208,0.00002199728,0.00005261788,0.0001145372,0.00002436234],"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":[0.0001746508,0.0002055437,0.001153127,0.0002600265,0.00004308213,0.0002400461,0.0002234644,0.8054447,0.05415707,0.04172558,0.00428288,0.09208974],"study_design_scores_gemma":[0.00001279183,0.00003173648,0.0001406866,0.00002032506,0.000007186093,0.00007037017,0.0000283579,0.9866469,0.003386878,0.001677486,0.007963461,0.00001387337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01854942,0.000162895,0.9563202,0.0002719671,0.0003194212,0.0001212238,0.0002390742,0.0005712656,0.02344462],"genre_scores_gemma":[0.3326566,0.0003276274,0.6273885,0.000295659,0.0001299119,0.000326893,0.0005812066,0.0007848554,0.03750871],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006373911,"threshold_uncertainty_score":0.02132285,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W940500859","doi":"10.1007/s10162-015-0531-y","title":"Finite-Element Modelling of the Response of the Gerbil Middle Ear to Sound","year":2015,"lang":"en","type":"article","venue":"Journal of the Association for Research in Otolaryngology","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Canadian Institutes of Health Research","keywords":"Resonance (particle physics); Acoustics; Frequency response; Tonotopy; Low frequency; Middle ear; Physics; Ear canal; Nuclear magnetic resonance; Audiology; Cochlea; Anatomy; Engineering","authors":[{"name":"Nima Maftoon","is_ca":true},{"name":"W. Robert J. Funnell","is_ca":true},{"name":"Sam J. Daniel","is_ca":true},{"name":"Willem F. Decraemer","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1132057438945021,"gpt":0.3261010193842626,"spread":0.2128952754897604,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002182131,0.0003808641,0.0003866645,0.0003316104,0.0002218847,0.0005672422,0.0007924613,0.001501175,0.002250033],"category_scores_gemma":[0.0007399896,0.000380277,0.0005373791,0.0002154801,0.0005063062,0.0003253595,0.0003748194,0.0003306482,0.000440972],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003229296,"about_ca_system_score_gemma":0.0005061542,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005067575,"about_ca_topic_score_gemma":0.003384092,"domain_scores_codex":[0.9998739,0.00003192383,0.000007821361,0.00002038038,0.00004772694,0.00001831709],"domain_scores_gemma":[0.9998363,0.0000851923,0.0000168362,0.00001629851,0.00003400376,0.00001134118],"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":[0.0001016232,0.00004384512,0.0009405313,0.00006118943,0.00002227683,0.0001553822,0.0001571245,0.9453628,0.04431182,0.001505559,0.0001761043,0.007161681],"study_design_scores_gemma":[0.00000633804,0.00004258563,0.0007703014,0.00001017577,0.00001004555,0.00006285248,0.00004737333,0.9948062,0.003273875,0.000286968,0.0006744721,0.00000877793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6835325,0.0005803391,0.3017022,0.0002882633,0.0001100185,0.00007217834,0.0003137105,0.0006541604,0.01274655],"genre_scores_gemma":[0.9852808,0.0001618955,0.01020133,0.00003469883,0.000007071196,0.00003090499,0.00009657814,0.000041289,0.004145458],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005067575,"threshold_uncertainty_score":0.01007617,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2884528516","doi":"10.1080/00423114.2018.1494842","title":"A study of polygonal wheel wear through a field test programme","year":2018,"lang":"en","type":"article","venue":"Vehicle System Dynamics","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Fundamental Research Funds for the Central Universities","keywords":"Axle; Acceleration; Engineering; Structural engineering; Automotive engineering; Magnitude (astronomy); Physics","authors":[{"name":"Xingwen Wu","is_ca":true},{"name":"Subhash Rakheja","is_ca":true},{"name":"Huichao Wu","is_ca":false},{"name":"Sheng Qu","is_ca":false},{"name":"Pingbo Wu","is_ca":false},{"name":"Huanyun Dai","is_ca":false},{"name":"Jing Zeng","is_ca":false},{"name":"A.K.W. Ahmed","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00940080649979403,"gpt":0.2128179101657023,"spread":0.2034171036659083,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007689975,0.0005278825,0.0004688804,0.00111646,0.0005444055,0.0002494022,0.0006639162,0.0005984212,0.0009192856],"category_scores_gemma":[0.001266142,0.0001599597,0.0002970842,0.0005905165,0.0003756256,0.0002422107,0.0004052408,0.0003649846,0.0003425009],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002655109,"about_ca_system_score_gemma":0.0001763576,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00327906,"about_ca_topic_score_gemma":0.005963957,"domain_scores_codex":[0.9994397,0.00009614266,0.00002952568,0.0001334109,0.0002092576,0.00009200219],"domain_scores_gemma":[0.9977497,0.0005855426,0.0002601739,0.0003446046,0.0008220255,0.00023797],"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":[0.002705536,0.004158387,0.1341779,0.0004669877,0.000131086,0.00274618,0.0045535,0.008857894,0.7612941,0.0001887184,0.0007540444,0.07996574],"study_design_scores_gemma":[0.0001242264,0.04661535,0.6979502,0.00006543329,0.0001675418,0.00256906,0.003680837,0.01536149,0.228204,0.0001818814,0.004970173,0.0001098129],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983534,0.00001954454,0.001164013,0.000004406868,0.000003347202,0.00003947447,0.0001146888,0.00001898768,0.0002823284],"genre_scores_gemma":[0.997471,0.00002996602,0.001084981,0.000005968358,0.00000365748,0.00003063402,0.0002911921,0.000006050193,0.001076558],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00327906,"threshold_uncertainty_score":0.006519973,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2767962380","doi":"10.1016/j.soildyn.2017.10.021","title":"2.5D coupled FEM-SBFEM analysis of ground vibrations induced by train movement","year":2017,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":35,"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":"Finite element method; Vibration; Ground vibrations; Bounded function; Frequency domain; Boundary value problem; Mathematical analysis; Structural engineering; Engineering; Mathematics; Acoustics; Physics","authors":[{"name":"Alireza Yaseri","is_ca":true},{"name":"Mohammad Hossein Bazyar","is_ca":false},{"name":"S. Javady","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007993724391904492,"gpt":0.1965080601012651,"spread":0.1885143357093606,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001254823,0.0002793593,0.0002601924,0.0003069809,0.0001905641,0.0003523694,0.0003496939,0.0008429406,0.003125938],"category_scores_gemma":[0.0003245652,0.0001883532,0.0003498523,0.0002071158,0.0003492564,0.0002730341,0.0004782189,0.0001967994,0.0003632658],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001778935,"about_ca_system_score_gemma":0.0002057416,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002688312,"about_ca_topic_score_gemma":0.002320751,"domain_scores_codex":[0.9999117,0.00002217469,0.000003635819,0.00001263982,0.0000355974,0.00001414847],"domain_scores_gemma":[0.9999373,0.00002460981,0.000009615177,0.0000066159,0.0000170745,0.000004717424],"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":[0.0001148291,0.00004576694,0.001914691,0.0001099226,0.00003777947,0.0002850462,0.0001278539,0.9326483,0.03516285,0.00480689,0.0007723103,0.0239737],"study_design_scores_gemma":[0.000002933892,0.00001906734,0.001113186,0.000006431726,0.000005289837,0.00002568347,0.00001936555,0.9969415,0.0009767282,0.0003421949,0.0005428908,0.000004702815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5158557,0.0006443582,0.4388332,0.0004097745,0.0001256048,0.00007351426,0.0006642347,0.0005981083,0.0427955],"genre_scores_gemma":[0.9792511,0.0001546653,0.01306998,0.00005229918,0.00002220061,0.0000305927,0.0001423493,0.00004200795,0.007234864],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003125938,"threshold_uncertainty_score":0.01045728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}