{"meta":{"query_hash":"b5029847a708","filters":{"venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit"},"cohort_total":56,"direct_labels_cover":0,"predictions_cover":56,"exported":56,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/b5029847a708","api":"https://metacan.xera.ac/api/v1/cohort?venue=Proceedings+of+the+Institution+of+Mechanical+Engineers+Part+F+Journal+of+Rail+and+Rapid+Transit"},"results":[{"id":"W1588160414","doi":"10.1177/0954409715587732","title":"The stiffness of unsaturated railway formations","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Engineering and Physical Sciences Research Council; University of Southampton","keywords":"Stiffness; Geotechnical engineering; Compaction; Suction; Stress (linguistics); Substructure; Materials science; Structural engineering; Geology; Engineering; Composite material; Mechanical engineering","score_opus":0.010808353297685539,"score_gpt":0.1907686333626444,"score_spread":0.17996028006495887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1588160414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988669,0.000021053194,0.0005409198,0.000004256187,7.5034086e-7,0.000001750618,0.00003000678,0.0000076466185,0.0005267484],"genre_scores_gemma":[0.99960965,0.000013382344,0.00013099781,0.0000012138504,2.605683e-7,0.0000010576996,0.000025971613,0.0000013080142,0.00021630722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998087,0.00001950569,0.000015599207,0.000041558516,0.00006765797,0.000046900233],"domain_scores_gemma":[0.99967515,0.00007660155,0.00009750806,0.000032024043,0.0000720012,0.00004672237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002713892,0.00017200298,0.00014879108,0.00092443667,0.0003486129,0.00038448942,0.00029319836,0.00021081712,0.001644127],"category_scores_gemma":[0.00072113075,0.00022798698,0.00010344513,0.00039134032,0.0008525537,0.00028779972,0.00066503143,0.00012732708,0.00027410558],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004298738,0.00007133787,0.16211534,0.00020561801,0.000044082422,0.0010088753,0.0018784937,0.029505884,0.7740073,0.0016431167,0.00012604828,0.02896405],"study_design_scores_gemma":[0.000017625718,0.0008154252,0.7844887,0.00006016672,0.00004668135,0.0012713904,0.0031264017,0.029290067,0.17686257,0.0010786558,0.0028598183,0.00008250099],"about_ca_topic_score_codex":0.002227335,"about_ca_topic_score_gemma":0.0037281287,"teacher_disagreement_score":0.002227335,"about_ca_system_score_codex":0.00034015812,"about_ca_system_score_gemma":0.0002893164,"threshold_uncertainty_score":0.0055001974},"labels":[],"label_agreement":null},{"id":"W1970108300","doi":"10.1177/0954409710397097","title":"A comparison of New European fire standards with UK standards and the impact on UK vehicle design","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Fire dynamics and safety research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Interoperability; Engineering; Transport engineering; Work (physics); Demolition; Fire safety; Fire protection; Safety standards; Fire test; Systems engineering; Computer science; Civil engineering; Reliability engineering","score_opus":0.024127297208938286,"score_gpt":0.2553670438643008,"score_spread":0.23123974665536254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970108300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.493725,0.009174311,0.106010616,0.0091893235,0.0027379037,0.00064590346,0.002541335,0.0018331733,0.3741425],"genre_scores_gemma":[0.8139197,0.005900061,0.073876366,0.0020238345,0.00014290483,0.00049572764,0.0054809838,0.00089259614,0.09726777],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.97363347,0.006072272,0.0028314316,0.0013261683,0.014335025,0.0018016367],"domain_scores_gemma":[0.9701063,0.0052026417,0.0015373311,0.003125438,0.019477526,0.00055079936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.017010199,0.00045938426,0.0003801057,0.0028055923,0.0013698172,0.0042299745,0.0016857289,0.001459207,0.00632433],"category_scores_gemma":[0.025479015,0.0005409603,0.0010597813,0.0027803022,0.0012817828,0.0030510575,0.0020389967,0.0015338252,0.0016797155],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021794946,0.0004514524,0.04001228,0.0018681005,0.00011415412,0.0009388683,0.0075986786,0.021565098,0.022831414,0.09049962,0.04383245,0.76810837],"study_design_scores_gemma":[0.00019793246,0.002120403,0.14292057,0.0018044322,0.00023738356,0.0010283071,0.008329602,0.011059952,0.04090425,0.005300364,0.7857662,0.00033066026],"about_ca_topic_score_codex":0.08891736,"about_ca_topic_score_gemma":0.08788093,"teacher_disagreement_score":0.08891736,"about_ca_system_score_codex":0.014513521,"about_ca_system_score_gemma":0.004680772,"threshold_uncertainty_score":0.17679965},"labels":[],"label_agreement":null},{"id":"W1970449742","doi":"10.1243/09544097jrrt314","title":"The exergetic and environmental impact assessment of underground electric train braking","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Railway Systems and Energy Efficiency","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Traction motor; Automotive engineering; Traction (geology); Regenerative brake; Electric vehicle; Engineering; Train; Electric motor; Traction control system; Single-phase electric power; Voltage; Electrical engineering; Mechanical engineering; Power (physics); Brake; Physics","score_opus":0.004079456000110363,"score_gpt":0.1944674974322196,"score_spread":0.19038804143210925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970449742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886283,0.00025990952,0.004423466,0.000023694807,0.000005831329,0.00003257657,0.0002865485,0.000013595796,0.006326098],"genre_scores_gemma":[0.99729544,0.00015557228,0.0006002885,0.0000033278,0.0000018336751,0.000010665537,0.00018692706,0.000007426519,0.0017384822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979097,0.00004361602,0.000007636253,0.000012578626,0.00012412209,0.000021168104],"domain_scores_gemma":[0.9998198,0.00007118841,0.000020441896,0.000012176857,0.00006526494,0.000011050778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028067513,0.00036285634,0.00023860676,0.0011141745,0.00024168358,0.00042160787,0.0002567713,0.00032492183,0.0021629496],"category_scores_gemma":[0.00041023426,0.00009674116,0.00025368744,0.00060630706,0.00023806842,0.0003934756,0.00036252182,0.0001462588,0.00021360448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028923275,0.00077939796,0.13940077,0.00078776636,0.00022565179,0.0010316295,0.00036250972,0.38871896,0.2500037,0.0048837895,0.00076629146,0.21014722],"study_design_scores_gemma":[0.00007998552,0.004375981,0.40042746,0.00007978409,0.00023240416,0.00063903007,0.0014368871,0.304047,0.2716963,0.007427527,0.009451062,0.00010650482],"about_ca_topic_score_codex":0.002706022,"about_ca_topic_score_gemma":0.004409115,"teacher_disagreement_score":0.002706022,"about_ca_system_score_codex":0.0004546508,"about_ca_system_score_gemma":0.00018196103,"threshold_uncertainty_score":0.007235825},"labels":[],"label_agreement":null},{"id":"W1976091902","doi":"10.1243/09544097jrrt250","title":"Analysis of pitch plane railway vehicle—track interactions due to single and multiple wheel flats","year":2009,"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":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Ballast; Stiffness; Track (disk drive); Structural engineering; Bending stiffness; Contact force; Bending moment; Parametric statistics; Beam (structure); Train; Bending; Engineering; Physics; Mechanical engineering; Electrical engineering; Mathematics","score_opus":0.00872905594942861,"score_gpt":0.19638698263968568,"score_spread":0.18765792669025708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976091902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9843711,0.000043527954,0.013091082,0.000012109163,0.0000038041885,0.000016999218,0.0000534154,0.00006235883,0.0023456707],"genre_scores_gemma":[0.99903286,0.000023533152,0.0003672799,0.0000021646422,0.000001132631,0.0000045711727,0.000027031321,0.000004931354,0.00053634454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998354,0.000019094514,0.0000043596474,0.00002209776,0.0000706044,0.00004840238],"domain_scores_gemma":[0.9997373,0.00011297692,0.00006902657,0.00001853933,0.000042313895,0.000019827565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017570083,0.00039424756,0.0005068545,0.0004790757,0.00029278718,0.00041351,0.00031672092,0.0003700088,0.001726196],"category_scores_gemma":[0.0004117168,0.00026360576,0.00037507137,0.00030231467,0.00037785416,0.00028955453,0.0004665082,0.00028464655,0.0001596059],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026620037,0.000089877285,0.009518475,0.000061751016,0.000058596313,0.0011119038,0.00013570716,0.9281357,0.049861845,0.00089105516,0.00020007502,0.009668895],"study_design_scores_gemma":[0.000006715883,0.00014966023,0.007593064,0.0000026421073,0.000012519371,0.00006843024,0.00008195271,0.9880117,0.0038244335,0.00009559456,0.00014500893,0.000008316547],"about_ca_topic_score_codex":0.008727178,"about_ca_topic_score_gemma":0.004153756,"teacher_disagreement_score":0.008727178,"about_ca_system_score_codex":0.00032255426,"about_ca_system_score_gemma":0.0003168532,"threshold_uncertainty_score":0.01735282},"labels":[],"label_agreement":null},{"id":"W1985600951","doi":"10.1177/0954409712459306","title":"Wayside gauge face lubrication: How much do we really understand?","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":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L.B. Foster Rail Technologies (Canada)","funders":"","keywords":"Grease; Lubrication; Lubricant; Gauge (firearms); Ranking (information retrieval); Face (sociological concept); Process (computing); Mechanical engineering; Automotive engineering; Process engineering; Computer science; Engineering; Petroleum engineering; Materials science; Composite material; Artificial intelligence; Metallurgy","score_opus":0.012729042697823104,"score_gpt":0.19126652585308657,"score_spread":0.17853748315526347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985600951","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006370831,0.6511589,0.0048079332,0.32885054,0.0051565613,0.000061009097,0.00019370447,0.00009430737,0.003306208],"genre_scores_gemma":[0.094096124,0.7982672,0.0074390206,0.08753218,0.007971118,0.00013395243,0.00034347925,0.000109744244,0.0041071875],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99721515,0.0010398366,0.0002757966,0.00028600797,0.00091967906,0.000263548],"domain_scores_gemma":[0.9791893,0.011487766,0.0018672002,0.00038863719,0.0060450197,0.001022105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010030011,0.0008524956,0.0022006617,0.0020319624,0.0010046939,0.00611261,0.0020338218,0.004708759,0.0034788721],"category_scores_gemma":[0.031583272,0.0005026703,0.0008203392,0.0014637205,0.0054943166,0.016888948,0.0018835365,0.0068096467,0.0024670921],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029854718,0.00019905376,0.016561393,0.01717809,0.00021300108,0.00046583024,0.0047318134,0.0006740937,0.0017231012,0.015883448,0.13183765,0.810234],"study_design_scores_gemma":[0.00008188961,0.0007555534,0.029724274,0.037695915,0.00039107143,0.0034056124,0.044316012,0.002709857,0.0020728705,0.121348895,0.7571985,0.00029951188],"about_ca_topic_score_codex":0.011226804,"about_ca_topic_score_gemma":0.01071488,"teacher_disagreement_score":0.011226804,"about_ca_system_score_codex":0.0023321395,"about_ca_system_score_gemma":0.0062480085,"threshold_uncertainty_score":0.05304444},"labels":[],"label_agreement":null},{"id":"W2023907423","doi":"10.1243/09544097jrrt258","title":"Impact load due to railway wheels with multiple flats predicted using an adaptive contact model","year":2009,"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":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Asymmetry; Track (disk drive); Axle; Contact area; Axle load; Contact patch; Plane (geometry); Structural engineering; Contact mechanics; Contact force; Geometry; Engineering; Physics; Mechanical engineering; Mathematics; Materials science; Finite element method; Tread; Classical mechanics","score_opus":0.012940765998040168,"score_gpt":0.21089981698220325,"score_spread":0.19795905098416308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023907423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87974906,0.000092864546,0.11135869,0.00007117578,0.00002283997,0.000054331307,0.00010444746,0.00019123235,0.008355339],"genre_scores_gemma":[0.9979955,0.000033254375,0.00095676247,0.0000035479823,0.0000022104043,0.00000923431,0.000021871925,0.000004752527,0.0009728753],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987817,0.000017075057,0.000005130579,0.000021471873,0.000042637625,0.000035479243],"domain_scores_gemma":[0.9998442,0.00004729491,0.000031448257,0.000020535657,0.000039394505,0.000017070473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017273998,0.00039776482,0.0003474427,0.0005170975,0.00026958424,0.00046749398,0.0006537495,0.0007284523,0.0014528462],"category_scores_gemma":[0.0004080826,0.00020601036,0.00057108596,0.00039420772,0.00045719734,0.0003970433,0.00046234127,0.000331308,0.0002101819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005917225,0.00003208245,0.0020941175,0.000016238107,0.000008148278,0.0001914811,0.000031218984,0.9892804,0.0039563156,0.00064566836,0.000112228285,0.003572938],"study_design_scores_gemma":[0.0000012265117,0.000013136238,0.00044395818,5.99668e-7,0.0000017398679,0.0000058372366,0.000009602724,0.9992901,0.00015539555,0.00005399089,0.000022675487,0.000001715318],"about_ca_topic_score_codex":0.020024542,"about_ca_topic_score_gemma":0.010251156,"teacher_disagreement_score":0.020024542,"about_ca_system_score_codex":0.00047626704,"about_ca_system_score_gemma":0.00040759175,"threshold_uncertainty_score":0.039815962},"labels":[],"label_agreement":null},{"id":"W2051759511","doi":"10.1243/09544097jrrt366","title":"Implementation of Distributed Power and Friction Control to Minimize the Stress State and Maximize Velocity in Canadian Pacific's Heavy Haul/Heavy Grade Operations","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":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"L.B. Foster Rail Technologies (Canada); Canadian Pacific Railway (Canada)","funders":"","keywords":"Tonnage; Track (disk drive); Leverage (statistics); Engineering; Power (physics); State (computer science); Automotive engineering; Marine engineering; Mechanical engineering; Computer science; Geology","score_opus":0.00498476422932646,"score_gpt":0.1981212209058801,"score_spread":0.19313645667655366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051759511","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6304027,0.00017448785,0.34363404,0.00035034475,0.00002210959,0.00022878736,0.00006525261,0.0010679079,0.02405436],"genre_scores_gemma":[0.9864557,0.000032892465,0.011801294,0.000010755755,0.0000014618223,0.000015765176,0.00001258933,0.000012917767,0.0016566223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995521,0.00004479687,0.00001278931,0.00008325953,0.00022451194,0.000082591745],"domain_scores_gemma":[0.99969304,0.000057276724,0.00003769052,0.000036327183,0.00014952738,0.000026149872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003630278,0.00036933884,0.00026425725,0.00033021477,0.0011214884,0.0009423879,0.0011471956,0.00028666842,0.0010111112],"category_scores_gemma":[0.000905453,0.00021073733,0.00015776085,0.0003138312,0.00091952126,0.000649945,0.0006269433,0.0004200229,0.000118074466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006971018,0.00059404277,0.0157616,0.00025048407,0.000046413665,0.0005786808,0.0010777785,0.47994488,0.1035158,0.02214138,0.0017703274,0.37362158],"study_design_scores_gemma":[0.0002838798,0.0009397854,0.01830972,0.000030780127,0.000065388245,0.00024337722,0.0006808088,0.8930751,0.07161675,0.0063892333,0.00830035,0.000064875865],"about_ca_topic_score_codex":0.21228589,"about_ca_topic_score_gemma":0.2827191,"teacher_disagreement_score":0.7877141,"about_ca_system_score_codex":0.003721286,"about_ca_system_score_gemma":0.0035983915,"threshold_uncertainty_score":0.42210048},"labels":[],"label_agreement":null},{"id":"W2064081965","doi":"10.1243/0954409011531486","title":"An analysis of the development of the tramway/light rail concept in the British Isles","year":2001,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Transport and Economic Policies","field":"Business, Management and Accounting","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Statutory law; Legislation; Revenue; Light rail; Light rail transit; Service (business); Government (linguistics); Quarter (Canadian coin); Business; Population; Transport engineering; Public transport; Finance; Engineering; Political science; Geography; Marketing; Law","score_opus":0.011366716690704255,"score_gpt":0.192662997685641,"score_spread":0.18129628099493675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064081965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52912045,0.008014418,0.00058836245,0.006252022,0.00006399897,0.000049568218,0.00038189243,0.000024564246,0.45550478],"genre_scores_gemma":[0.95387536,0.0030079347,0.0003187663,0.00034929105,0.000011886943,0.000014979273,0.0001107809,0.000015214496,0.042295597],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99900264,0.00020310149,0.000028975914,0.000061213446,0.00032674815,0.00037735733],"domain_scores_gemma":[0.99891055,0.00018435255,0.00011604637,0.000024396475,0.000548003,0.00021659197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043704626,0.00016233485,0.00015456781,0.0016107293,0.0032429532,0.0039193407,0.0005132471,0.0004907388,0.0076198797],"category_scores_gemma":[0.0019173375,0.000203956,0.00011504676,0.004465954,0.0032063916,0.0009814093,0.0008769342,0.00097010407,0.00043937942],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028278615,0.00017359489,0.09370522,0.0007129197,0.00004758696,0.005672901,0.074834086,0.003197625,0.0017240592,0.52208567,0.04108582,0.25647783],"study_design_scores_gemma":[0.000018007862,0.000068305344,0.53111154,0.00042899555,0.000021712889,0.0004377132,0.06283097,0.001208268,0.00023074863,0.005784932,0.39780635,0.00005247466],"about_ca_topic_score_codex":0.8688367,"about_ca_topic_score_gemma":0.9410611,"teacher_disagreement_score":0.8688367,"about_ca_system_score_codex":0.035019863,"about_ca_system_score_gemma":0.009965102,"threshold_uncertainty_score":0.26387143},"labels":[],"label_agreement":null},{"id":"W2064359606","doi":"10.1177/0954409712447170","title":"Friction management on a Chinese heavy haul coal line","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":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L.B. Foster Rail Technologies (Canada)","funders":"","keywords":"Tonnage; Lubrication; Rail network; Coal; RADIUS; Engineering; Automotive engineering; Mechanical engineering; Geology; Computer science; Transport engineering","score_opus":0.0074092351542981265,"score_gpt":0.19454840479283822,"score_spread":0.1871391696385401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064359606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986908,0.000049666738,0.0007035229,0.000021535918,0.0000048118295,0.000012165033,0.0000104518485,0.000035828132,0.00047133456],"genre_scores_gemma":[0.9989961,0.000027336955,0.00037307525,0.00000700462,0.0000011912174,0.000004111854,0.000011020434,0.0000028308214,0.0005773813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984765,0.000013369686,0.000009782898,0.000027324586,0.00006014744,0.00004171062],"domain_scores_gemma":[0.99978644,0.000036803096,0.00003479443,0.00002893649,0.0000622845,0.000050753653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001839499,0.00030011006,0.0004313444,0.0004584892,0.0007014083,0.00034983244,0.0005071599,0.0003096038,0.0010967953],"category_scores_gemma":[0.00034452442,0.00011088217,0.0002126206,0.00029197405,0.0003006817,0.00019805216,0.00032281328,0.00016173384,0.00012001099],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015602245,0.00067781366,0.028083252,0.0002841209,0.00006946612,0.0018043418,0.00094764394,0.073996976,0.7738784,0.0004921247,0.0009347105,0.117271036],"study_design_scores_gemma":[0.00021598849,0.008851634,0.118138805,0.000021357884,0.00014597998,0.0004392808,0.0012706333,0.37047368,0.49344456,0.00025727108,0.006629255,0.00011159398],"about_ca_topic_score_codex":0.017412445,"about_ca_topic_score_gemma":0.019922117,"teacher_disagreement_score":0.017412445,"about_ca_system_score_codex":0.00064845086,"about_ca_system_score_gemma":0.00043771017,"threshold_uncertainty_score":0.034622192},"labels":[],"label_agreement":null},{"id":"W2100752904","doi":"10.1243/09544097jrrt225","title":"Performance-based track geometry and the track geometry interaction map","year":2008,"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":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Federal Railroad Administration","keywords":"Track geometry; Track (disk drive); Geometry; Computer science; Mathematics","score_opus":0.00916076077030616,"score_gpt":0.18278918376237555,"score_spread":0.17362842299206938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100752904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5405379,0.00009466544,0.4459649,0.00012166265,0.00003189559,0.00013687681,0.0012839236,0.0022830293,0.009545054],"genre_scores_gemma":[0.98237646,0.000021985474,0.016578715,0.000008290487,0.0000038814323,0.000039273487,0.00048760534,0.00007302636,0.00041085968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990627,0.00020567559,0.00002793217,0.00011333544,0.00049077475,0.00009951808],"domain_scores_gemma":[0.9982774,0.00073420315,0.00028933998,0.00022900227,0.00039416415,0.00007592696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007996339,0.0006436743,0.0003498793,0.0011381513,0.00026455798,0.0009251605,0.00075842644,0.00048454324,0.0017862387],"category_scores_gemma":[0.0048993574,0.0002003278,0.00034619568,0.0008674341,0.00046483736,0.0009788087,0.0009120265,0.00034351018,0.00036205002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001726557,0.00004451588,0.012965489,0.000024881454,0.0000298222,0.00006647906,0.000044392254,0.96032524,0.004085533,0.0027679987,0.00043458675,0.019038416],"study_design_scores_gemma":[0.000010099226,0.00019064275,0.0072181183,0.000004401989,0.000013886583,0.000050610248,0.000028444954,0.9856802,0.004753846,0.0014029407,0.0006311598,0.000015517033],"about_ca_topic_score_codex":0.005307858,"about_ca_topic_score_gemma":0.003226949,"teacher_disagreement_score":0.005307858,"about_ca_system_score_codex":0.0007173684,"about_ca_system_score_gemma":0.00055671675,"threshold_uncertainty_score":0.010553896},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.00841864305529949,"score_gpt":0.19213103531214823,"score_spread":0.18371239225684874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113828448","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0312618,0.000373637,0.94218105,0.00029540143,0.00008849467,0.00013758801,0.00041890942,0.00036772384,0.024875391],"genre_scores_gemma":[0.80859125,0.0011319312,0.12133735,0.0001774208,0.00015130606,0.0007690972,0.0008070546,0.00021703832,0.06681752],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982315,0.000027591981,0.000008782954,0.000044488304,0.00007754489,0.000018388497],"domain_scores_gemma":[0.9998597,0.000031449796,0.00002933703,0.000013235903,0.000055926263,0.000010412139],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000279826,0.0006817878,0.00045722528,0.00042370133,0.0003762702,0.00094160705,0.0015105617,0.001496196,0.004084472],"category_scores_gemma":[0.0004879083,0.00033750467,0.0005831656,0.00039691335,0.00046794876,0.0011123111,0.0005656527,0.0007974192,0.0010239371],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031811946,0.00006706459,0.000629591,0.00009754174,0.000011109894,0.000101460064,0.00008134993,0.94094664,0.00687216,0.0366776,0.0010475725,0.013436026],"study_design_scores_gemma":[0.000006253575,0.000024596893,0.00017940988,0.0000062849754,0.0000033648303,0.000022006601,0.000011091658,0.99510807,0.00047469232,0.0016121409,0.0025463696,0.0000057399275],"about_ca_topic_score_codex":0.012416433,"about_ca_topic_score_gemma":0.005954339,"teacher_disagreement_score":0.012416433,"about_ca_system_score_codex":0.0006252632,"about_ca_system_score_gemma":0.0013337974,"threshold_uncertainty_score":0.024688303},"labels":[],"label_agreement":null},{"id":"W2122770430","doi":"10.1177/0954409714551013","title":"Computational fluid dynamics simulation of rail vehicles in crosswind: Application in norms and standards","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Crosswind; Computational fluid dynamics; Reynolds-averaged Navier–Stokes equations; Aerodynamics; Train; Wind tunnel; Context (archaeology); Turbulence; Detached eddy simulation; Aerospace engineering; Marine engineering; Engineering; Computer science; Simulation; Mechanics; Physics; Geology","score_opus":0.010574007331827288,"score_gpt":0.23986364295438353,"score_spread":0.22928963562255625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122770430","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14234094,0.000786409,0.8309678,0.0005551782,0.00024512448,0.00024353348,0.0003334605,0.0007016407,0.02382593],"genre_scores_gemma":[0.7793747,0.0008032581,0.2147603,0.000071531984,0.000070087444,0.00033016174,0.00067673053,0.00020466649,0.0037085186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874276,0.00032313616,0.000108378365,0.00012388203,0.0006144543,0.00008743631],"domain_scores_gemma":[0.9981998,0.0004929811,0.00015613895,0.00020843666,0.0008690665,0.00007364398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002394314,0.00043027705,0.00045627786,0.0006456326,0.00048290656,0.001952744,0.0008594631,0.001055897,0.0012417831],"category_scores_gemma":[0.0037597406,0.00021962752,0.0005344027,0.00048955815,0.0007837897,0.001115078,0.0019344479,0.0008412015,0.0003521508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005015265,0.00012277918,0.0056675663,0.00012465262,0.000017116125,0.00012179257,0.00022809576,0.8900668,0.0052305735,0.041909955,0.0012167903,0.055243697],"study_design_scores_gemma":[0.000010024649,0.000066778965,0.00093276356,0.00004969549,0.000004275454,0.00003826658,0.000084802465,0.98115325,0.0029833466,0.008858224,0.005800829,0.00001767431],"about_ca_topic_score_codex":0.005460805,"about_ca_topic_score_gemma":0.0030129477,"teacher_disagreement_score":0.005460805,"about_ca_system_score_codex":0.0006208387,"about_ca_system_score_gemma":0.0015873882,"threshold_uncertainty_score":0.01266253},"labels":[],"label_agreement":null},{"id":"W2126640911","doi":"10.1177/0954409711408774","title":"A field test study of airborne wear particles from a running regional train","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Air Quality and Health Impacts","field":"Environmental Science","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Brake pad; Materials science; Disc brake; Particle (ecology); Composite material; Automotive engineering; Brake; Ballast; Analytical Chemistry (journal); Metallurgy; Chemistry; Electrical engineering; Engineering","score_opus":0.044132361701397324,"score_gpt":0.23970053203814623,"score_spread":0.1955681703367489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126640911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99832445,0.000022321516,0.00131271,0.000005950772,0.0000058592905,0.00006494114,0.00007713547,0.000016004888,0.00017065695],"genre_scores_gemma":[0.9939381,0.000065170985,0.004118523,0.000022969181,0.000009140535,0.000070642185,0.00032253808,0.000012254353,0.0014405338],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995956,0.000068094756,0.00002578128,0.00012797413,0.0001277795,0.000054852033],"domain_scores_gemma":[0.99926025,0.00018550969,0.0000721564,0.00008975026,0.0003087127,0.00008358188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004821318,0.00068328576,0.0004896748,0.00047796115,0.000622809,0.00023721265,0.0006020511,0.0006981186,0.0011421965],"category_scores_gemma":[0.00044408205,0.00018901018,0.0005990789,0.0003016039,0.00025758613,0.00022725863,0.0003158531,0.00030353866,0.0003280753],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014118312,0.0023890417,0.02440989,0.00022145243,0.00008652227,0.0005555549,0.00079094205,0.0017525206,0.9556051,0.000056142406,0.00014923213,0.012571659],"study_design_scores_gemma":[0.00033536216,0.10708943,0.22188766,0.000033676995,0.00032325182,0.0013378868,0.00159674,0.008771712,0.6555328,0.00011026392,0.0029108042,0.00007034462],"about_ca_topic_score_codex":0.0024059012,"about_ca_topic_score_gemma":0.0038642243,"teacher_disagreement_score":0.0024059012,"about_ca_system_score_codex":0.00018013996,"about_ca_system_score_gemma":0.00026880173,"threshold_uncertainty_score":0.0047837496},"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,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Derailment; RADIUS; Track (disk drive); Structural engineering; Engineering; Physics; Forensic engineering; Computer science; Mechanical engineering; Computer security","score_opus":0.007022189219037449,"score_gpt":0.1901142219730314,"score_spread":0.18309203275399397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135350857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955212,0.00007894838,0.0009615204,0.00006767389,0.000005951978,0.00001882614,0.000066820125,0.000029127588,0.003249949],"genre_scores_gemma":[0.9986564,0.00004883083,0.00021167616,0.000010881549,0.0000032393293,0.0000030218296,0.00004696136,0.0000018236004,0.0010171148],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991435,0.00010973819,0.000039354243,0.00007398051,0.0004088763,0.00022458482],"domain_scores_gemma":[0.997799,0.00054820324,0.0008207759,0.0001240074,0.0005235131,0.00018459825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074002694,0.0002530461,0.00023669258,0.0007329509,0.0005822908,0.00058520515,0.00038642593,0.00071354443,0.0037107912],"category_scores_gemma":[0.0027467376,0.00015764235,0.00025245448,0.0002570981,0.0003461427,0.00031779558,0.0006601671,0.00032157078,0.00045599655],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016572229,0.00042558467,0.8390749,0.00017097512,0.00013423116,0.009300329,0.0017556197,0.030950036,0.038336255,0.002113039,0.0022953197,0.073786475],"study_design_scores_gemma":[0.000032182284,0.0024135348,0.90673316,0.00007870511,0.00018076082,0.0067803897,0.0045796013,0.058012042,0.016393514,0.0010031026,0.0037037877,0.00008928984],"about_ca_topic_score_codex":0.034565102,"about_ca_topic_score_gemma":0.050158847,"teacher_disagreement_score":0.034565102,"about_ca_system_score_codex":0.0010543515,"about_ca_system_score_gemma":0.0006597863,"threshold_uncertainty_score":0.06872779},"labels":[],"label_agreement":null},{"id":"W2155838062","doi":"10.1177/0954409714541916","title":"Special Issue from the International Heavy Haul Association Conference 2013","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Musculoskeletal synovial abnormalities and treatments","field":"Medicine","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Association (psychology); Political science; Psychology","score_opus":0.00962056191731777,"score_gpt":0.21075116677123615,"score_spread":0.20113060485391837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155838062","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010716219,0.023060339,0.0006466705,0.039008904,0.89124495,0.0002059479,0.0010212263,0.00026544518,0.043474823],"genre_scores_gemma":[0.0049908427,0.024990147,0.00057762617,0.016216042,0.6637424,0.00018833195,0.0019992911,0.00020406816,0.28709123],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991825,0.00008947904,0.00008273675,0.0000999352,0.00040492014,0.0001404328],"domain_scores_gemma":[0.99574393,0.00046563474,0.00029135038,0.00012287576,0.0022464364,0.0011298674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014450385,0.0018531731,0.0019352067,0.0024400454,0.0011984686,0.003923567,0.0014483884,0.0047215344,0.121002],"category_scores_gemma":[0.0035913019,0.0005485825,0.0013235076,0.0009224556,0.00048385918,0.0016425672,0.0014611392,0.0033412026,0.050636258],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073207244,0.00004526309,0.00020872512,0.00012780899,0.000009906362,0.00013926836,0.000004795628,0.000029988601,0.0000981689,0.00008413617,0.9779058,0.021272976],"study_design_scores_gemma":[0.00004030117,0.000057623045,0.002039326,0.00024875632,0.000020371894,0.0003614414,0.000031627562,0.000106064675,0.00012687939,0.00024304207,0.9967116,0.000012962273],"about_ca_topic_score_codex":0.0022291054,"about_ca_topic_score_gemma":0.008518891,"teacher_disagreement_score":0.121002,"about_ca_system_score_codex":0.0013140535,"about_ca_system_score_gemma":0.0019288338,"threshold_uncertainty_score":0.404792},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Track (disk drive); Structural engineering; Computer science; Engineering; Geotechnical engineering; Mechanical engineering; Acoustics","score_opus":0.02054636717291678,"score_gpt":0.19820546617518683,"score_spread":0.17765909900227006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159098248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5966966,0.00037129654,0.39736134,0.0005244271,0.000063275926,0.00009361195,0.0004609245,0.0005446905,0.0038839006],"genre_scores_gemma":[0.989087,0.00012050583,0.010424139,0.000026643767,0.000010316226,0.000031841195,0.00012801259,0.00002620684,0.00014542641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9953762,0.0015633657,0.00044088764,0.00059144315,0.0016729293,0.0003550089],"domain_scores_gemma":[0.97473764,0.018049248,0.0026957998,0.0027476996,0.001635309,0.00013429817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007319008,0.00093927374,0.0009633303,0.00072854944,0.00067130756,0.0015422505,0.0017948544,0.0013574039,0.0004828286],"category_scores_gemma":[0.034361597,0.0007973998,0.0010479026,0.0007651067,0.0014689595,0.0023377668,0.001681835,0.0018216729,0.00019240995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004280081,0.000021290409,0.004075413,0.000035760328,0.000019600631,0.000075317104,0.000084534935,0.9891699,0.00099707,0.0012681662,0.00006153855,0.0041485475],"study_design_scores_gemma":[0.0000072678017,0.00004284302,0.0027477422,0.00003327853,0.000020531052,0.000043613887,0.00007786658,0.99207264,0.0022299928,0.0025244069,0.00017212667,0.000027652091],"about_ca_topic_score_codex":0.012389513,"about_ca_topic_score_gemma":0.0056901653,"teacher_disagreement_score":0.012389513,"about_ca_system_score_codex":0.001307649,"about_ca_system_score_gemma":0.0009987069,"threshold_uncertainty_score":0.038707078},"labels":[],"label_agreement":null},{"id":"W2162945900","doi":"10.1177/0954409712447231","title":"A train air brake force model: Car control unit and numerical results","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":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Air brake; Brake; Automotive engineering; Engineering; Brake pad; Cylinder; Mechanical engineering; Computer science","score_opus":0.009222046403452809,"score_gpt":0.19036170231911076,"score_spread":0.18113965591565795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162945900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42183697,0.0032369709,0.3688823,0.002094386,0.00034090868,0.0005523097,0.0037724734,0.0012947619,0.19798893],"genre_scores_gemma":[0.9560667,0.00060645625,0.021077346,0.00014217851,0.000050556166,0.00034392063,0.000721498,0.000103331484,0.020887882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983954,0.000030929714,0.000011561006,0.000027519638,0.00005137924,0.000039069604],"domain_scores_gemma":[0.999483,0.00023035584,0.00007010959,0.000035066412,0.00014671579,0.000034856494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035956778,0.00058803346,0.0007405088,0.0005988671,0.000801078,0.0011672109,0.0012130401,0.0026813492,0.008015542],"category_scores_gemma":[0.0013000502,0.0003237811,0.00060610427,0.00070330227,0.0006033053,0.0007428238,0.0006694034,0.0011665757,0.00095978164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023347895,0.000036344896,0.00048569601,0.000045556677,0.000005815632,0.00007050165,0.000027403708,0.99273396,0.0005597091,0.003912271,0.00037125283,0.0017280156],"study_design_scores_gemma":[0.0000042488746,0.000006606252,0.00007762248,0.0000033255058,0.0000012583398,0.000004910862,0.000010177086,0.9991755,0.00010012127,0.0002535936,0.0003597122,0.0000028667434],"about_ca_topic_score_codex":0.06627287,"about_ca_topic_score_gemma":0.021870544,"teacher_disagreement_score":0.06627287,"about_ca_system_score_codex":0.0010614571,"about_ca_system_score_gemma":0.0012662943,"threshold_uncertainty_score":0.13177419},"labels":[],"label_agreement":null},{"id":"W2238261601","doi":"10.1177/0954409714545558","title":"Impact analysis due to multiple wheel flats in three-dimensional railway vehicle-track system model and development of a smart wheelset","year":2014,"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":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Bogie; Track (disk drive); Acceleration; Structural engineering; Automotive engineering; Phase (matter); Development (topology); Stress (linguistics); Engineering; Mechanical engineering; Physics","score_opus":0.009158160083125625,"score_gpt":0.19772418066622227,"score_spread":0.18856602058309666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2238261601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.636013,0.00024602708,0.34287164,0.00017161068,0.000053329775,0.00016983051,0.00052500196,0.0005186317,0.01943093],"genre_scores_gemma":[0.992411,0.000104009705,0.002822315,0.00001737184,0.000005475762,0.000060597435,0.00007979417,0.000014349896,0.004485064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999913,0.0000149231355,0.000004564992,0.000016458778,0.00003107986,0.000020008212],"domain_scores_gemma":[0.999905,0.000026387974,0.000019787063,0.0000082331035,0.000030016516,0.000010526825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016458076,0.00038348258,0.0004539166,0.00037752418,0.00035519694,0.00047913095,0.00057489413,0.00083602814,0.0025310006],"category_scores_gemma":[0.0002653436,0.0003186101,0.0007045701,0.0002456621,0.00038397606,0.00032972463,0.0005724429,0.000463086,0.00029498187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033375734,0.000015722577,0.0010225781,0.000024002438,0.000012242001,0.00016717956,0.00004727873,0.9896236,0.006312701,0.0007793833,0.00008794081,0.001873897],"study_design_scores_gemma":[0.0000021493859,0.000017060336,0.00040403372,0.000001532069,0.0000041361054,0.000010426676,0.000009571699,0.999161,0.00022773404,0.00007778259,0.00008169064,0.0000028243846],"about_ca_topic_score_codex":0.028000532,"about_ca_topic_score_gemma":0.017473508,"teacher_disagreement_score":0.028000532,"about_ca_system_score_codex":0.00040807796,"about_ca_system_score_gemma":0.00057670026,"threshold_uncertainty_score":0.05567509},"labels":[],"label_agreement":null},{"id":"W2345467145","doi":"10.1177/0954409716647095","title":"Influence of friction wedge characteristics on lateral response and hunting of freight wagons with three-piece bogies","year":2016,"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":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Bogie; Wedge (geometry); Nonlinear system; Bolster; Structural engineering; Multibody system; Slip (aerodynamics); Bifurcation; Friction coefficient; Unilateral contact; Tread; Axle; Engineering; Mechanics; Materials science; Physics; Mathematics; Geometry; Classical mechanics; Finite element method","score_opus":0.005801777171602233,"score_gpt":0.17212594413230475,"score_spread":0.1663241669607025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2345467145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993342,0.00002459561,0.005935547,0.000008188398,0.000003021706,0.0000045412908,0.000006912303,0.000022022481,0.00065314147],"genre_scores_gemma":[0.99962866,0.000008125763,0.00020884177,0.0000014702458,2.9611584e-7,0.000001756939,0.0000052477426,0.0000020018736,0.00014356797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999254,0.000012245515,0.0000035982769,0.000012965507,0.000019629586,0.000026122145],"domain_scores_gemma":[0.9998084,0.000084855696,0.00003582095,0.000019188134,0.000025803767,0.000025992833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016189167,0.0003278577,0.00028640183,0.00029583776,0.00025739733,0.00029767168,0.00023731127,0.0003270535,0.0008539464],"category_scores_gemma":[0.0006690772,0.0001940758,0.00023672348,0.000082705104,0.00035129525,0.0003544593,0.00044005705,0.00018272272,0.00013169556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009546855,0.00023221604,0.0429281,0.00029488278,0.00010039978,0.003083774,0.0012308666,0.48331615,0.43362364,0.0016586572,0.0002930219,0.032283597],"study_design_scores_gemma":[0.000012832363,0.00030754675,0.016840076,0.000013775023,0.000022212485,0.00026180653,0.00055249425,0.95930916,0.021912314,0.0003412599,0.0004068904,0.000019639423],"about_ca_topic_score_codex":0.0020014294,"about_ca_topic_score_gemma":0.0024639433,"teacher_disagreement_score":0.0020014294,"about_ca_system_score_codex":0.00014546076,"about_ca_system_score_gemma":0.00014260635,"threshold_uncertainty_score":0.003979504},"labels":[],"label_agreement":null},{"id":"W2345511792","doi":"10.1177/0954409716646404","title":"Evaluating the potential of a rolling deflection measurement system to estimate track modulus","year":2016,"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":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Track (disk drive); Deflection (physics); Stiffness; Modulus; Foundation (evidence); Young's modulus; Structural engineering; System of measurement; Computer science; Engineering; Mathematics; Materials science; Mechanical engineering; Physics; Optics; Geometry; Geography","score_opus":0.020148646909240474,"score_gpt":0.24176881518197973,"score_spread":0.22162016827273925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2345511792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88677675,0.00020757144,0.11052781,0.00010390412,0.000024007753,0.00008101497,0.00020010097,0.00040567428,0.0016731999],"genre_scores_gemma":[0.9725069,0.000087409775,0.026935281,0.000014553091,0.0000038731205,0.000029612691,0.00007630148,0.000011690369,0.00033444603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993493,0.00020761788,0.000033317847,0.000102433856,0.00026487856,0.000042425658],"domain_scores_gemma":[0.9974969,0.0016149711,0.00018154379,0.0002584471,0.00040075326,0.00004731311],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016309912,0.0004080206,0.00037759996,0.0007354687,0.00025347978,0.0006231887,0.0006727964,0.0008663557,0.0006301293],"category_scores_gemma":[0.004183714,0.00030254273,0.00030438454,0.0005865115,0.00026038944,0.00079806725,0.0005646446,0.00029755506,0.00020835815],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018175322,0.00040082206,0.081896774,0.00030202474,0.00013333838,0.00029849084,0.00023281299,0.6197998,0.17744423,0.0014651251,0.00034615883,0.11586303],"study_design_scores_gemma":[0.000018877046,0.0006395891,0.011022553,0.000010394776,0.000028209028,0.000056051525,0.000054782708,0.96723115,0.020505827,0.00011581848,0.0002874356,0.00002929224],"about_ca_topic_score_codex":0.0059932694,"about_ca_topic_score_gemma":0.0070931264,"teacher_disagreement_score":0.0059932694,"about_ca_system_score_codex":0.0004470277,"about_ca_system_score_gemma":0.0005521496,"threshold_uncertainty_score":0.011916757},"labels":[],"label_agreement":null},{"id":"W2569327886","doi":"10.1177/0954409716683078","title":"Dynamic behaviour of transition zones in soft soils during regular train traffic","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":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Engineering and Physical Sciences Research Council; Technische Universiteit Delft; ProRail; University of Southampton","keywords":"Transition zone; Culvert; Track (disk drive); Transition (genetics); Stiffness; Computer science; Geology; Geotechnical engineering; Engineering; Structural engineering; Mechanical engineering","score_opus":0.006036623854418338,"score_gpt":0.19164731101967894,"score_spread":0.1856106871652606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2569327886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993272,0.000020184332,0.00031588905,0.0000033924064,0.0000015613634,0.0000056493022,0.00008115844,0.000008676455,0.00023632501],"genre_scores_gemma":[0.9995395,0.000015746728,0.00017177092,0.0000023777561,6.5425655e-7,0.000004881101,0.00007388523,0.0000042540273,0.00018699853],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997466,0.000026597216,0.000013582896,0.000073296,0.000058970418,0.000080850514],"domain_scores_gemma":[0.99939024,0.00019034743,0.00011775804,0.000028514249,0.00014319111,0.00012996496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030939758,0.00025519176,0.00035933458,0.0013351898,0.00057174766,0.0010679521,0.00036946195,0.0004418959,0.0009823926],"category_scores_gemma":[0.00090142916,0.00022962336,0.00019908458,0.0008160407,0.00058098754,0.00045041583,0.0005578628,0.00032986203,0.00023361048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040340913,0.00077198993,0.34517378,0.00032287504,0.00014510684,0.0014836652,0.003992353,0.038248092,0.5679178,0.0005082474,0.00047600895,0.03692605],"study_design_scores_gemma":[0.00006960099,0.0013568384,0.885609,0.000049961225,0.00007627438,0.0003715444,0.0061482233,0.049718663,0.054339334,0.0004475641,0.001726064,0.00008692054],"about_ca_topic_score_codex":0.008669393,"about_ca_topic_score_gemma":0.0134585155,"teacher_disagreement_score":0.008669393,"about_ca_system_score_codex":0.00043884094,"about_ca_system_score_gemma":0.000358706,"threshold_uncertainty_score":0.017237902},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.009990657271910966,"score_gpt":0.21314375137213842,"score_spread":0.20315309410022747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2616555708","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99372065,0.00002404893,0.005410746,0.000011823606,0.000006711609,0.00000552538,0.000017514432,0.000034522007,0.00076848397],"genre_scores_gemma":[0.9996865,0.0000130723,0.00011686859,0.0000031424186,6.968141e-7,0.0000018568954,0.000009233766,0.000001826737,0.00016683577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998627,0.000022429327,0.0000051472703,0.00001598848,0.000042963948,0.00005080678],"domain_scores_gemma":[0.99975973,0.00009187591,0.000044683875,0.000028328572,0.000039315924,0.00003604771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021661777,0.00039067946,0.00026141902,0.00033076454,0.0003163253,0.00032917497,0.00023267308,0.00044337672,0.0012700865],"category_scores_gemma":[0.0004997105,0.00023016127,0.0003879433,0.00012235646,0.00051923335,0.0002126425,0.0005020799,0.00027730083,0.00018994385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001368378,0.00019993533,0.020920228,0.00015122352,0.00014353156,0.0024056288,0.00051707914,0.4923755,0.46618548,0.0006239539,0.00021268752,0.0148964105],"study_design_scores_gemma":[0.000043752167,0.0012107177,0.09973114,0.000024131705,0.000120287776,0.00030917113,0.0009192261,0.8463272,0.05047783,0.0002878361,0.00049203925,0.00005672139],"about_ca_topic_score_codex":0.0052033444,"about_ca_topic_score_gemma":0.005959975,"teacher_disagreement_score":0.0052033444,"about_ca_system_score_codex":0.00018570198,"about_ca_system_score_gemma":0.00027194968,"threshold_uncertainty_score":0.010346115},"labels":[],"label_agreement":null},{"id":"W2617362040","doi":"10.1177/0954409717710100","title":"Editorial for JRRT ICRI special edition","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":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Computer science","score_opus":0.008659770352408282,"score_gpt":0.20152083826084402,"score_spread":0.19286106790843574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2617362040","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000039406175,0.0032236741,0.00012412915,0.018285086,0.97130066,0.000045157216,0.00013456779,0.0001338342,0.0067134397],"genre_scores_gemma":[0.00049167214,0.0044453694,0.0001670399,0.016689181,0.9341611,0.0000645595,0.00021549799,0.00014831935,0.043617252],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961128,0.00041628926,0.000574494,0.0005600257,0.0019106821,0.0004256345],"domain_scores_gemma":[0.97737825,0.0033894111,0.0011759353,0.0011796976,0.013581618,0.0032950733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0044804043,0.0022003641,0.0022783992,0.004824831,0.0021711984,0.0076982216,0.0027667696,0.008886265,0.12841317],"category_scores_gemma":[0.027787093,0.0009497788,0.0024396484,0.0017267014,0.0015286257,0.00423341,0.0021384605,0.009430738,0.09677092],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015639456,0.0000065952067,0.000015069637,0.00011092549,0.0000031740806,0.000059035134,0.0000045213264,0.000009570161,0.00004005946,0.00012972325,0.9943744,0.0052312356],"study_design_scores_gemma":[0.000015444093,0.000012358975,0.00013909483,0.00025592756,0.000008862346,0.00020642833,0.000016508367,0.000028113729,0.00006941851,0.00027371786,0.99896526,0.000008800778],"about_ca_topic_score_codex":0.0020185797,"about_ca_topic_score_gemma":0.0037777922,"teacher_disagreement_score":0.12841317,"about_ca_system_score_codex":0.002704715,"about_ca_system_score_gemma":0.0033108848,"threshold_uncertainty_score":0.42958486},"labels":[],"label_agreement":null},{"id":"W2617623688","doi":"","title":"Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit: Guest editorial","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Transport and Economic Policies","field":"Business, Management and Accounting","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Institution; Transit (satellite); Engineering; Rail transit; Engineering ethics; Transport engineering; Political science; Public transport; Law","score_opus":0.008525472020710578,"score_gpt":0.18061098456951527,"score_spread":0.1720855125488047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2617623688","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005704694,0.0031063322,0.00013455158,0.021943003,0.9652824,0.000042998792,0.00008687245,0.00005332198,0.008780039],"genre_scores_gemma":[0.0043530366,0.0042990656,0.00016808006,0.0047160666,0.9261114,0.000036419257,0.000098462064,0.000057754274,0.060159687],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9969472,0.00027880055,0.00030503375,0.00037262661,0.0016414783,0.00045472835],"domain_scores_gemma":[0.981908,0.0019882242,0.0009454693,0.0005004717,0.011229439,0.0034283965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003505873,0.0025321853,0.0020532822,0.002883825,0.002329226,0.0060789078,0.001503182,0.007715364,0.035517737],"category_scores_gemma":[0.009396065,0.00087688235,0.0014450043,0.001183994,0.0015872787,0.0017049506,0.0011057183,0.006127565,0.015165991],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011122966,0.000049663024,0.00018100248,0.00015196246,0.000017037479,0.00028159452,0.0000106812695,0.000056611683,0.00042671777,0.00030569916,0.9911567,0.0072511174],"study_design_scores_gemma":[0.00006049176,0.00008575477,0.0031662441,0.00019120313,0.000037574267,0.00026586387,0.00007286275,0.00029187129,0.000632612,0.00046917496,0.9947029,0.000023470315],"about_ca_topic_score_codex":0.0019167991,"about_ca_topic_score_gemma":0.0042403284,"teacher_disagreement_score":0.035517737,"about_ca_system_score_codex":0.0019248668,"about_ca_system_score_gemma":0.0029740157,"threshold_uncertainty_score":0.11881864},"labels":[],"label_agreement":null},{"id":"W2618951671","doi":"10.1177/0954409717710408","title":"Evaluating the sensitivity of low-frequency ground-penetrating radar attributes to estimate ballast fines in the presence of variable track foundations through simulation","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Ballast; Ground-penetrating radar; Track (disk drive); Radar; Geology; Foundation (evidence); Remote sensing; Geotechnical engineering; Marine engineering; Acoustics; Engineering; Aerospace engineering; Geography; Mechanical engineering; Physics","score_opus":0.050261006259118335,"score_gpt":0.33325118044221236,"score_spread":0.282990174183094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2618951671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9862324,0.00008950958,0.012057831,0.00007829713,0.0000141313485,0.000038588973,0.00031861174,0.00014378197,0.0010268841],"genre_scores_gemma":[0.9948296,0.000045461464,0.004695013,0.000019785328,0.0000024433937,0.000019132827,0.00023772538,0.000011006797,0.0001398002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997174,0.00008027814,0.000022325925,0.000070591705,0.000056609406,0.000052804175],"domain_scores_gemma":[0.9966738,0.002644428,0.00020941254,0.00017346014,0.00023581198,0.000062969455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001208799,0.00055773737,0.00045854342,0.00044967086,0.00024448932,0.0007565237,0.00069937215,0.001219802,0.0004889978],"category_scores_gemma":[0.0051711397,0.00032726122,0.0005968906,0.00039571454,0.00047218244,0.00054644234,0.0004451976,0.00062442326,0.00010093302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006282862,0.000030374285,0.005705239,0.000024627187,0.000020309457,0.00003144121,0.000021464999,0.9907358,0.0016450239,0.000101706435,0.000038572052,0.0015825856],"study_design_scores_gemma":[0.000007811512,0.000037866612,0.0015442882,0.0000043049636,0.0000066419348,0.0000110580595,0.000020066493,0.9971722,0.0010704946,0.000064745785,0.000055301207,0.000005382744],"about_ca_topic_score_codex":0.018684536,"about_ca_topic_score_gemma":0.00839202,"teacher_disagreement_score":0.018684536,"about_ca_system_score_codex":0.0005148113,"about_ca_system_score_gemma":0.00049140817,"threshold_uncertainty_score":0.037151575},"labels":[],"label_agreement":null},{"id":"W2620938077","doi":"10.1177/0954409717708079","title":"Designing and assessing wheel/rail profiles for improved rolling contact fatigue and wear performance","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":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Track (disk drive); Head (geology); Inertia; Automotive engineering; Range (aeronautics); Conical surface; RADIUS; Computer science; Engineering; Structural engineering; Mechanical engineering; Aerospace engineering; Geology","score_opus":0.01668529776881587,"score_gpt":0.22001876967534512,"score_spread":0.20333347190652926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620938077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8492811,0.00067983073,0.14203721,0.00006983103,0.00007009766,0.00066916394,0.00047238846,0.0007780574,0.005942437],"genre_scores_gemma":[0.94709724,0.00024426152,0.050304003,0.000017042406,0.0000051461084,0.00012287735,0.00023542588,0.00007076294,0.0019031245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864143,0.00020566591,0.00011481099,0.00015130962,0.0007505909,0.00013619926],"domain_scores_gemma":[0.9982541,0.00028840045,0.00022976169,0.0001610064,0.0009680947,0.00009859702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019881988,0.00092665723,0.0006399924,0.0018209586,0.00058588776,0.000953405,0.0008755536,0.00088187924,0.0023034501],"category_scores_gemma":[0.0037354752,0.0004398226,0.00048365264,0.0007270454,0.00032068387,0.0009014476,0.0006775244,0.00032060102,0.0009249058],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011842787,0.00065850135,0.062003735,0.0013427061,0.00008263558,0.00037233505,0.0017431701,0.041786768,0.5209963,0.0010601212,0.0020333042,0.3667361],"study_design_scores_gemma":[0.00011935352,0.011084613,0.31838062,0.00039586856,0.0003999076,0.00095170777,0.004022065,0.1331259,0.5117271,0.001400376,0.018115336,0.000277084],"about_ca_topic_score_codex":0.0032353173,"about_ca_topic_score_gemma":0.009736785,"teacher_disagreement_score":0.0032353173,"about_ca_system_score_codex":0.0005115767,"about_ca_system_score_gemma":0.0006906504,"threshold_uncertainty_score":0.010514736},"labels":[],"label_agreement":null},{"id":"W2736726216","doi":"10.1177/0954409717720347","title":"Evaluating the impact of ballast undercutting on the roughness of track geometry over different subgrade conditions","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":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Ballast; Subgrade; Track (disk drive); Surface finish; Track geometry; Silt; Geotechnical engineering; Surface roughness; Engineering; Structural engineering; Environmental science; Geology; Materials science; Mechanical engineering; Composite material; Electrical engineering; Geomorphology","score_opus":0.028561235748632372,"score_gpt":0.28139469672917766,"score_spread":0.25283346098054527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736726216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990952,0.000031941858,0.00025591202,0.0000026729238,0.0000011333964,0.000009098134,0.00024372508,0.0000066682305,0.00035365685],"genre_scores_gemma":[0.9987092,0.000042679745,0.00040299783,0.0000029330208,8.824652e-7,0.0000044677276,0.0004544585,0.0000037804675,0.00037865707],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995783,0.000024695277,0.00001864403,0.000087837216,0.00020005855,0.000090472786],"domain_scores_gemma":[0.9991027,0.00014653664,0.00019971562,0.000056062316,0.0004134551,0.00008155207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034222213,0.00028002055,0.00026764942,0.00065484387,0.00032595033,0.00066162617,0.00030577832,0.00025818383,0.00059713924],"category_scores_gemma":[0.00092499785,0.00012800783,0.00033809384,0.00071300945,0.0002519971,0.00031938896,0.00024480562,0.00023690276,0.00016384858],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003300426,0.000121429315,0.9316653,0.00006459064,0.000097634314,0.0001862244,0.00033037958,0.008329161,0.03933075,0.000051877723,0.00013232869,0.019360332],"study_design_scores_gemma":[9.478155e-7,0.00015332598,0.9948667,0.0000022211207,0.000019146337,0.000025703008,0.00019168507,0.0018845926,0.0026715156,0.000005050788,0.00017503933,0.000004061926],"about_ca_topic_score_codex":0.2316523,"about_ca_topic_score_gemma":0.44853842,"teacher_disagreement_score":0.2316523,"about_ca_system_score_codex":0.00155198,"about_ca_system_score_gemma":0.0008812089,"threshold_uncertainty_score":0.4606079},"labels":[],"label_agreement":null},{"id":"W2767470252","doi":"10.1177/0954409717738444","title":"Estimation of vertical bending stress in rails using train-mounted vertical track deflection measurement systems","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":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources; University of Alberta","funders":"","keywords":"Deflection (physics); Structural engineering; Vertical deflection; Track (disk drive); Finite element method; Bending; Modulus; Engineering; Mechanical engineering; Mathematics; Geometry","score_opus":0.023803649244042265,"score_gpt":0.2364869201042251,"score_spread":0.21268327086018282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767470252","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16329189,0.00009495944,0.8352648,0.00002387511,0.00001336649,0.000030132707,0.00012592673,0.00042590793,0.00072901626],"genre_scores_gemma":[0.92197275,0.00009538863,0.077162586,0.000008526783,0.00000909818,0.000028855697,0.0001470077,0.000022345635,0.0005534355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996681,0.000044876007,0.00001888065,0.00007495046,0.0001732567,0.000019916512],"domain_scores_gemma":[0.99956506,0.00013560713,0.00010290731,0.000052644336,0.00013058484,0.000013115026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003487241,0.00037943936,0.0002996018,0.0009234899,0.00018868623,0.00036223198,0.00041773147,0.0003669952,0.000592013],"category_scores_gemma":[0.0011901503,0.00025738776,0.00029119288,0.0004951896,0.00018670384,0.0004508456,0.0003949736,0.00028025612,0.00018504886],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013975457,0.000102362144,0.04234143,0.00016717253,0.00010699364,0.00019506481,0.00027309943,0.42195734,0.2769651,0.0025549254,0.0002891404,0.2549076],"study_design_scores_gemma":[0.00000790967,0.00015682289,0.025450075,0.000018309509,0.00002182052,0.00011399831,0.00006892062,0.94115156,0.031494178,0.000678205,0.00079260604,0.000045488978],"about_ca_topic_score_codex":0.0023441024,"about_ca_topic_score_gemma":0.00473241,"teacher_disagreement_score":0.0023441024,"about_ca_system_score_codex":0.0003038858,"about_ca_system_score_gemma":0.00040154724,"threshold_uncertainty_score":0.004660964},"labels":[],"label_agreement":null},{"id":"W2794365659","doi":"10.1177/0954409717753817","title":"The spatial correlation between track roughness and ground-penetrating radar inferred ballast degradation","year":2018,"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":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ballast; Ground-penetrating radar; Track (disk drive); Radar; Degradation (telecommunications); Remote sensing; Surface finish; Clutter; Geology; Surface roughness; Geotechnical engineering; Engineering; Electronic engineering; Materials science; Aerospace engineering","score_opus":0.00912551166664692,"score_gpt":0.19604906316609105,"score_spread":0.18692355149944415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794365659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99517184,0.00011225451,0.0034326876,0.000019966625,0.000004775785,0.000012383239,0.00028712937,0.000070798706,0.00088817737],"genre_scores_gemma":[0.9985905,0.000035374596,0.00085503893,0.000005984837,0.0000015614035,0.0000028357479,0.00025758956,0.0000044246276,0.0002467117],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995925,0.00002429987,0.00002037231,0.00009929983,0.00018607074,0.00007742984],"domain_scores_gemma":[0.99872273,0.00024118948,0.00028221446,0.00009739009,0.0006113647,0.000045109635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034262662,0.00018355271,0.00028801244,0.00067085796,0.00022390576,0.0004942771,0.00028418883,0.00022456556,0.0005449971],"category_scores_gemma":[0.0014680995,0.00016241476,0.00013121685,0.00083080435,0.0002986037,0.00021373892,0.00020795129,0.00021092166,0.00016503225],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018766194,0.000053824424,0.9068874,0.00006210724,0.00008376912,0.0002894634,0.00023014101,0.008972641,0.059320334,0.0000723838,0.00032928,0.023510914],"study_design_scores_gemma":[0.0000016677254,0.000023856383,0.99056023,0.000002716943,0.000016768454,0.00006565692,0.00013407109,0.007032263,0.001992119,0.00001725668,0.00014569692,0.000007740013],"about_ca_topic_score_codex":0.0960594,"about_ca_topic_score_gemma":0.19865924,"teacher_disagreement_score":0.0960594,"about_ca_system_score_codex":0.0006009518,"about_ca_system_score_gemma":0.00046079606,"threshold_uncertainty_score":0.19100052},"labels":[],"label_agreement":null},{"id":"W2884541569","doi":"10.1177/0954409718787045","title":"A comparison of friction modifier performance using two laboratory test scales","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Brake Systems and Friction Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L.B. Foster Rail Technologies (Canada)","funders":"Engineering and Physical Sciences Research Council","keywords":"Full scale; Scale (ratio); Test (biology); Friction coefficient; Test data; Engineering; Structural engineering; Geotechnical engineering; Mathematics; Forensic engineering; Materials science; Geology; Composite material; Physics","score_opus":0.01827514835520916,"score_gpt":0.2378207670757591,"score_spread":0.21954561872054995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884541569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8881156,0.0019578028,0.101894535,0.0001680168,0.0003373728,0.00087113,0.00072295463,0.0008403413,0.005092198],"genre_scores_gemma":[0.9243349,0.0008124544,0.06925761,0.00013422774,0.00008925682,0.0007006854,0.00090494094,0.00013187832,0.0036339993],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9943877,0.0011007019,0.00052796985,0.00056753535,0.003157691,0.0002584174],"domain_scores_gemma":[0.99104416,0.0035136899,0.0008819232,0.001688417,0.002546254,0.00032551718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003722635,0.0011998924,0.00091139023,0.0018889506,0.00073979463,0.0011682899,0.0016517635,0.0013902362,0.002035993],"category_scores_gemma":[0.010586509,0.00054908654,0.00069098815,0.0011970168,0.0006995995,0.0012512268,0.000996265,0.0007804943,0.000957204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020551882,0.0012579676,0.010263996,0.0008502107,0.000107318505,0.00016560314,0.00084590685,0.0015404109,0.9042584,0.0003734242,0.0006653687,0.07761603],"study_design_scores_gemma":[0.00018268077,0.021143332,0.07420464,0.00009303232,0.0001587647,0.0008815362,0.00088538416,0.0069859345,0.888145,0.00024865204,0.0068293135,0.00024175803],"about_ca_topic_score_codex":0.0012522127,"about_ca_topic_score_gemma":0.0021276108,"teacher_disagreement_score":0.003722635,"about_ca_system_score_codex":0.0004034721,"about_ca_system_score_gemma":0.00042809825,"threshold_uncertainty_score":0.019687414},"labels":[],"label_agreement":null},{"id":"W2891099412","doi":"10.1177/0954409718800579","title":"Modelling and simulation of the train brake system in low adhesion conditions","year":2018,"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":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Automotive engineering; Brake; Train; Braking system; MATLAB; Engineering; Computer science; Simulation","score_opus":0.009897585628327396,"score_gpt":0.19635946319742856,"score_spread":0.18646187756910115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891099412","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45054364,0.00042776365,0.47722062,0.00028568914,0.00013163658,0.0002541905,0.001394196,0.0020505015,0.06769173],"genre_scores_gemma":[0.9700197,0.0002387585,0.0152123375,0.000029743303,0.000009109523,0.00016909279,0.0004831221,0.00007944713,0.013758735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985445,0.000025799862,0.000008443671,0.000023796412,0.000054376476,0.000033177377],"domain_scores_gemma":[0.9998697,0.000057050656,0.000018984027,0.000015905343,0.00002801935,0.000010327855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017096731,0.00040111874,0.00055710296,0.00026610694,0.0003352293,0.00077483227,0.0006274717,0.0008748615,0.0046171728],"category_scores_gemma":[0.0004594769,0.00023568753,0.0004630911,0.00021854733,0.00034368708,0.00056576135,0.00040000453,0.00046326173,0.0007594791],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028460092,0.000013900122,0.00033095223,0.0000314877,0.0000070010283,0.000040486033,0.000033825378,0.9929923,0.0031344492,0.000968293,0.00012324867,0.0022955784],"study_design_scores_gemma":[0.0000075470093,0.000020559633,0.00027423957,0.0000031815803,0.0000036043466,0.000010598938,0.000011799425,0.9976549,0.00093628303,0.00023875819,0.000833728,0.0000047225003],"about_ca_topic_score_codex":0.01430649,"about_ca_topic_score_gemma":0.008463804,"teacher_disagreement_score":0.01430649,"about_ca_system_score_codex":0.0003690592,"about_ca_system_score_gemma":0.0007633988,"threshold_uncertainty_score":0.028446436},"labels":[],"label_agreement":null},{"id":"W2910601281","doi":"10.1177/0954409718823650","title":"Investigation of coupled dynamics of a railway tank car and liquid cargo subject to a switch-passing maneuver","year":2019,"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":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Slosh dynamics; Engineering; Nonlinear system; Multibody system; Structural engineering; Suspension (topology); Vehicle dynamics; Mechanics; Control theory (sociology); Automotive engineering; Physics; Computer science; Classical mechanics","score_opus":0.006449527944627946,"score_gpt":0.1767628379531788,"score_spread":0.17031331000855085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910601281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953744,0.000011756095,0.0037619038,0.00002624547,0.0000029316755,0.0000107932065,0.000018945268,0.000025197236,0.0007678566],"genre_scores_gemma":[0.9991715,0.000010405528,0.0002967041,0.000005406163,9.353925e-7,0.000006515881,0.000023648105,0.0000035542946,0.0004812663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999248,0.000011644177,0.0000027859644,0.000015051937,0.000021085383,0.000024670406],"domain_scores_gemma":[0.9998487,0.00005312536,0.000034038316,0.000010963142,0.000027192633,0.000025861274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013730816,0.000310025,0.00040414344,0.00025459417,0.00037321183,0.00042426132,0.00028266694,0.0005234363,0.001100059],"category_scores_gemma":[0.00037921045,0.00017148045,0.0004328095,0.00011401274,0.00051554793,0.00027360767,0.00063949305,0.0002859361,0.00011474415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072070386,0.00017907073,0.02173075,0.00012516005,0.000116536656,0.002186235,0.00077489763,0.8111122,0.15330678,0.0013558689,0.00029701547,0.008094781],"study_design_scores_gemma":[0.000013346899,0.00022730434,0.006305089,0.00000401429,0.00001610851,0.000042491785,0.0003304544,0.9889225,0.0038285614,0.00010897957,0.00018984907,0.000011346136],"about_ca_topic_score_codex":0.01581183,"about_ca_topic_score_gemma":0.008759661,"teacher_disagreement_score":0.01581183,"about_ca_system_score_codex":0.0003068422,"about_ca_system_score_gemma":0.000496284,"threshold_uncertainty_score":0.031439602},"labels":[],"label_agreement":null},{"id":"W2910809683","doi":"10.1177/0954409718822870","title":"A new strain gauge configuration on the rail web to decouple the wheel–rail lateral contact force from wayside measurement","year":2019,"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":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada); University of Alberta","funders":"","keywords":"Strain gauge; Structural engineering; Wheatstone bridge; Contact force; Bending; Finite element method; Bending moment; Engineering; Torque; Bridge (graph theory); Electrical engineering; Physics; Voltage","score_opus":0.010898675628247395,"score_gpt":0.17941851588005064,"score_spread":0.16851984025180325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910809683","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26444623,0.00015960514,0.7304108,0.00008360571,0.00011676739,0.00013947292,0.00015847005,0.0010277618,0.0034572463],"genre_scores_gemma":[0.8095012,0.000076368124,0.18863769,0.000034380966,0.000017955788,0.00009948964,0.000111968504,0.00003280845,0.0014881543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995055,0.000059180904,0.0000358732,0.0001394891,0.00021991938,0.00004003815],"domain_scores_gemma":[0.9994547,0.00006791291,0.00008375959,0.00015640623,0.00019605503,0.00004114082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036731595,0.00063739985,0.00047753923,0.00070530747,0.00017790656,0.000459763,0.0010524938,0.0007049268,0.0014622883],"category_scores_gemma":[0.0005507754,0.00038325653,0.00024665883,0.000390427,0.0003826618,0.00089424837,0.000603098,0.00050962606,0.00041893963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019734126,0.00015914187,0.0077027753,0.00012413347,0.000030591218,0.00017808058,0.00011283267,0.013336349,0.88895607,0.0028680102,0.0004290326,0.085905656],"study_design_scores_gemma":[0.0001514284,0.002380366,0.03354627,0.00006470823,0.000118669035,0.0012704993,0.00019258873,0.29904324,0.64907193,0.0013766361,0.012586942,0.00019673888],"about_ca_topic_score_codex":0.00063793804,"about_ca_topic_score_gemma":0.0016379404,"teacher_disagreement_score":0.0014622883,"about_ca_system_score_codex":0.00025565716,"about_ca_system_score_gemma":0.00046895255,"threshold_uncertainty_score":0.004891813},"labels":[],"label_agreement":null},{"id":"W2938614128","doi":"10.1177/0954409719841516","title":"Switch angle design: Formulation, inferences, and uses","year":2019,"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":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Jerk; Acceleration; Control theory (sociology); Point (geometry); Computer science; Engineering; Mathematics; Physics; Geometry; Classical mechanics; Artificial intelligence","score_opus":0.010375316345031893,"score_gpt":0.18464345048026745,"score_spread":0.17426813413523556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2938614128","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008424989,0.00052780466,0.97902495,0.0003201611,0.00008384327,0.00007086019,0.00009152043,0.00018103325,0.01127488],"genre_scores_gemma":[0.5039857,0.0039201565,0.47778824,0.00026396822,0.00052118505,0.00038134475,0.00039707127,0.0002330668,0.012509348],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99928963,0.00017046115,0.00006128794,0.00014321589,0.00029994198,0.00003548197],"domain_scores_gemma":[0.99854565,0.00052776677,0.0002261282,0.00012238612,0.00054125657,0.000036787584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013259067,0.0010537378,0.0005205523,0.0013755077,0.000496069,0.002356272,0.0012143898,0.00060072046,0.0066398354],"category_scores_gemma":[0.006296885,0.00048404004,0.0005442135,0.0010883777,0.0008999552,0.0026918626,0.0008375851,0.00090337405,0.0014120069],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017497042,0.00022596758,0.007943988,0.0009017901,0.000056514797,0.0006339654,0.00047065114,0.22531413,0.009862192,0.3217077,0.0070726383,0.4256355],"study_design_scores_gemma":[0.000044255972,0.00021324505,0.0026983668,0.00024387,0.000054064047,0.00040555812,0.0005055172,0.8032691,0.006754395,0.16304722,0.022698512,0.00006599562],"about_ca_topic_score_codex":0.0034004124,"about_ca_topic_score_gemma":0.0031009465,"teacher_disagreement_score":0.0066398354,"about_ca_system_score_codex":0.00090315763,"about_ca_system_score_gemma":0.0011806875,"threshold_uncertainty_score":0.022212446},"labels":[],"label_agreement":null},{"id":"W2951605526","doi":"10.1177/0954409719851626","title":"Bridge transition monitoring: Interpretation of track defects using digital image correlation and distributed fiber optic strain sensing","year":2019,"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":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Transport Canada","keywords":"Flange; Track (disk drive); Digital image correlation; Bridge (graph theory); Structural engineering; Settlement (finance); Train; Stiffness; Engineering; Computer science; Optics; Mechanical engineering; Physics","score_opus":0.006983152061698887,"score_gpt":0.19342663973169993,"score_spread":0.18644348767000105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951605526","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8922657,0.00013391784,0.1047193,0.00005431403,0.000017308577,0.00007014648,0.0001874641,0.00042582466,0.0021259298],"genre_scores_gemma":[0.93655396,0.00008805999,0.062210124,0.000038435137,0.0000111331365,0.000033640747,0.00011036353,0.000022375913,0.0009317623],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997197,0.000028288398,0.000011469204,0.000077709796,0.00013567753,0.000027210966],"domain_scores_gemma":[0.9996258,0.000092544644,0.000093330265,0.000033942568,0.00012955202,0.000024795569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033765237,0.00028866835,0.00018001856,0.0013014266,0.00016640539,0.0003450599,0.00044574967,0.00042179337,0.0006982194],"category_scores_gemma":[0.0005237525,0.0001585027,0.00013351113,0.0005978964,0.0002525939,0.0004943254,0.00038087522,0.000287338,0.0001562819],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003919458,0.00034470414,0.065196045,0.00021018498,0.00004349922,0.00033501536,0.0004944369,0.0056676148,0.73901737,0.00048396236,0.00067846436,0.18713678],"study_design_scores_gemma":[0.00007138675,0.0009933998,0.41841632,0.000054831507,0.000105217725,0.0018629365,0.0007647182,0.21581048,0.3588542,0.00057945243,0.0023900513,0.0000969827],"about_ca_topic_score_codex":0.0024540492,"about_ca_topic_score_gemma":0.006754078,"teacher_disagreement_score":0.0024540492,"about_ca_system_score_codex":0.0002517015,"about_ca_system_score_gemma":0.00029930772,"threshold_uncertainty_score":0.0048795342},"labels":[],"label_agreement":null},{"id":"W3005008534","doi":"10.1177/0954409720902897","title":"Computational fluid dynamics–discrete element method simulation of locomotive sanders","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Particle Dynamics in Fluid Flows","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Crosswind; Nozzle; Discrete element method; Computational fluid dynamics; Mechanics; NIP; Particle deposition; Stokes number; Aerodynamics; Jet (fluid); Airflow; Particle (ecology); Finite element method; Engineering; Materials science; Structural engineering; Mechanical engineering; Physics; Geology; Aerospace engineering; Turbulence; Composite material","score_opus":0.013362527112611648,"score_gpt":0.23512664565105365,"score_spread":0.221764118538442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005008534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6919016,0.00052122754,0.26428542,0.00069958926,0.00023481983,0.000306047,0.0014146661,0.0005880537,0.040048506],"genre_scores_gemma":[0.9509456,0.00019768758,0.038733616,0.00009673061,0.00001604941,0.00028781677,0.0006446946,0.000056903402,0.009020814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997744,0.00005188126,0.000009333395,0.000027991575,0.0000871233,0.000049376667],"domain_scores_gemma":[0.9995136,0.00027883245,0.00004671219,0.000025732963,0.00009425366,0.000040896633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000306665,0.0004385369,0.0007159748,0.0004034698,0.00061761466,0.00084792526,0.000869114,0.0016200606,0.0029056696],"category_scores_gemma":[0.0011502217,0.00031839756,0.00060965325,0.0004805814,0.00069747656,0.00036937583,0.0006632134,0.00076583686,0.0003368147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037932845,0.000045136974,0.0011449212,0.00002784104,0.000009547331,0.00006239467,0.000037021036,0.99315625,0.0015197122,0.0018396586,0.00021675482,0.0019028248],"study_design_scores_gemma":[0.000006175734,0.000007915497,0.00016556378,0.0000023477041,9.296626e-7,0.000004931563,0.000010515381,0.99899334,0.0002628131,0.00019120006,0.0003516352,0.0000026226603],"about_ca_topic_score_codex":0.019118639,"about_ca_topic_score_gemma":0.008987072,"teacher_disagreement_score":0.019118639,"about_ca_system_score_codex":0.00075491983,"about_ca_system_score_gemma":0.0013694534,"threshold_uncertainty_score":0.03801471},"labels":[],"label_agreement":null},{"id":"W3022108751","doi":"10.1177/0954409720923219","title":"Experimental study of train sanding","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Aeolian processes and effects","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nozzle; Materials science; Jet (fluid); Deposition (geology); Particle (ecology); Composite material; Particle size; Coating; Mechanics; Chemistry; Mechanical engineering; Physics; Geology; Engineering","score_opus":0.017524786637298253,"score_gpt":0.20449486749058227,"score_spread":0.186970080853284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022108751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943575,0.000106821906,0.0029327937,0.000028914992,0.00003178333,0.00008742229,0.00030026562,0.000081007835,0.0020734952],"genre_scores_gemma":[0.98927176,0.00022601716,0.006278755,0.000027218022,0.000008651036,0.0000750096,0.00039723332,0.000022408542,0.0036930155],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995926,0.0000295665,0.00003569211,0.00011401493,0.0001546381,0.00007345425],"domain_scores_gemma":[0.999383,0.00014634365,0.00007530619,0.000110031746,0.00022254535,0.00006273481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004056256,0.00043470925,0.0003767352,0.00034839413,0.00080581947,0.0004450241,0.00054934353,0.0006259418,0.0040540993],"category_scores_gemma":[0.00062698155,0.0001812801,0.00031952633,0.00041150762,0.00030983592,0.00030578126,0.0004296774,0.0004039018,0.0005195472],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007473367,0.00070896035,0.009290039,0.00026645992,0.000028733575,0.00048781553,0.00034138502,0.0102955,0.96210986,0.00054839544,0.00042762447,0.014747804],"study_design_scores_gemma":[0.00004999341,0.003857472,0.016332919,0.000030295218,0.000060779137,0.0001572044,0.00042241116,0.029880643,0.94292027,0.00017241352,0.006067938,0.000047658436],"about_ca_topic_score_codex":0.003566916,"about_ca_topic_score_gemma":0.0057339617,"teacher_disagreement_score":0.0040540993,"about_ca_system_score_codex":0.00051882345,"about_ca_system_score_gemma":0.0004904458,"threshold_uncertainty_score":0.013562322},"labels":[],"label_agreement":null},{"id":"W3112398201","doi":"10.1177/0954409720979085","title":"A comparative study of the vibration characteristics of railway vehicle axlebox bearings with inner/outer race faults","year":2020,"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":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"National Natural Science Foundation of China","keywords":"Fault (geology); Bearing (navigation); Vibration; Identification (biology); Engineering; Structural engineering; Computer science; Acoustics; Geology; Artificial intelligence; Seismology; Physics","score_opus":0.011023808570861408,"score_gpt":0.19126708844863702,"score_spread":0.1802432798777756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112398201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910682,0.000060269453,0.007907449,0.000015614207,0.000010155331,0.0000075436424,0.00008477102,0.0000881945,0.00075783266],"genre_scores_gemma":[0.9994394,0.000014819311,0.0002926518,0.0000015270863,0.0000012613724,0.0000018058902,0.00005867477,0.0000026407588,0.00018709985],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998841,0.000012205743,0.000008088411,0.000026442438,0.000043732045,0.000025314752],"domain_scores_gemma":[0.9996006,0.00013554613,0.00006089097,0.000034515957,0.00013418513,0.000034336535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021381638,0.00028461072,0.00020877637,0.0005700625,0.00013124626,0.00015984957,0.00016878259,0.00027231788,0.00084117305],"category_scores_gemma":[0.00062211754,0.00008715839,0.00020173915,0.00021779056,0.0001667348,0.00023531615,0.00014593227,0.000106337575,0.0001625173],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022969926,0.00048628837,0.18608853,0.0004899837,0.00015282049,0.0009811021,0.0008669648,0.17788528,0.44702393,0.00064361154,0.0015733228,0.1815111],"study_design_scores_gemma":[0.000032619737,0.001668284,0.38134295,0.000022997016,0.00008785811,0.00039742026,0.00055535394,0.5719655,0.042542618,0.0002803094,0.0010502937,0.00005382652],"about_ca_topic_score_codex":0.0029855403,"about_ca_topic_score_gemma":0.0024281729,"teacher_disagreement_score":0.0029855403,"about_ca_system_score_codex":0.000112440954,"about_ca_system_score_gemma":0.00012746167,"threshold_uncertainty_score":0.0059363246},"labels":[],"label_agreement":null},{"id":"W3117154528","doi":"10.1177/0954409720980881","title":"The permissible wheel load, wheel radius, and speed on a railroad","year":2020,"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":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Tread; Structural engineering; Shear stress; Fatigue limit; RADIUS; Engineering; Stress (linguistics); Shear (geology); Materials science; Mechanics; Computer science; Physics; Composite material","score_opus":0.010177571586544004,"score_gpt":0.1836994493692569,"score_spread":0.17352187778271289,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3117154528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8364276,0.0005434112,0.145931,0.000059220252,0.000028771918,0.000095115676,0.0006344339,0.0005906909,0.015689706],"genre_scores_gemma":[0.989917,0.00015576041,0.008132768,0.0000051545776,0.0000045481443,0.000021298565,0.00015782841,0.000047305548,0.0015583042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988232,0.00018402256,0.000076258904,0.00019951869,0.00056255184,0.00015438239],"domain_scores_gemma":[0.99897575,0.000320715,0.00022548811,0.00010486941,0.00033817958,0.000035013272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006189546,0.0005301559,0.0005734873,0.0019404469,0.00039600304,0.0006833392,0.0007723005,0.000676901,0.0018085109],"category_scores_gemma":[0.0028434412,0.0003839636,0.00054228446,0.0007257537,0.0004484139,0.0006987702,0.0006122231,0.00019143075,0.0007998865],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007442723,0.00014486209,0.108379476,0.000507484,0.00009387994,0.0007786644,0.00040011245,0.66371113,0.08562765,0.008187456,0.0014719225,0.12995309],"study_design_scores_gemma":[0.000043591856,0.0011827135,0.24489918,0.00019665045,0.00015697253,0.0011279243,0.00093560835,0.66432774,0.07064411,0.0077802693,0.008461631,0.00024355299],"about_ca_topic_score_codex":0.0051095774,"about_ca_topic_score_gemma":0.006679724,"teacher_disagreement_score":0.0051095774,"about_ca_system_score_codex":0.00045614538,"about_ca_system_score_gemma":0.00053275895,"threshold_uncertainty_score":0.010159671},"labels":[],"label_agreement":null},{"id":"W3137193012","doi":"10.1177/09544097211002665","title":"Procedure for combining field measurements and machine learning to quantify impact of different track parameters on ride quality of railway tracks","year":2021,"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":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Track (disk drive); Accelerometer; Ride quality; Quality (philosophy); Computer science; Field (mathematics); Transport engineering; Automotive engineering; Engineering; Simulation; Mechanical engineering; Mathematics","score_opus":0.03822036415177431,"score_gpt":0.2608889492548813,"score_spread":0.222668585103107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3137193012","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038729236,0.000046333644,0.9578781,0.00009006758,0.00003157888,0.00036729337,0.00038889775,0.0013229826,0.0011454835],"genre_scores_gemma":[0.27943593,0.00006106645,0.7165531,0.000067719055,0.000024515786,0.0009192802,0.0010079218,0.00013109866,0.0017994196],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984876,0.0003376353,0.00014109467,0.00045059595,0.00047247118,0.00011071236],"domain_scores_gemma":[0.996185,0.0017413475,0.00036163873,0.00050240086,0.0011442798,0.000065270986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003500342,0.0010707001,0.0009047437,0.0018520084,0.0008215362,0.0010761521,0.0011793369,0.0007538627,0.0026829524],"category_scores_gemma":[0.012074802,0.00054180215,0.0012219249,0.0014133899,0.00047436653,0.0007244411,0.0011799195,0.0014240838,0.001465433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037238386,0.0006393698,0.051711626,0.00020366439,0.00048316558,0.00020637683,0.00033308534,0.19587912,0.03011406,0.0061600907,0.0026399863,0.7112571],"study_design_scores_gemma":[0.000052543153,0.0003252443,0.023000093,0.00003488239,0.00009247635,0.000107824904,0.00016668363,0.949456,0.018577768,0.0050744214,0.003021093,0.00009095177],"about_ca_topic_score_codex":0.01277832,"about_ca_topic_score_gemma":0.009698318,"teacher_disagreement_score":0.01277832,"about_ca_system_score_codex":0.00060288596,"about_ca_system_score_gemma":0.0024116577,"threshold_uncertainty_score":0.02540785},"labels":[],"label_agreement":null},{"id":"W3177741048","doi":"10.1177/09544097211031334","title":"Dynamic simulation of a high-speed train with interconnected hydro-pneumatic secondary suspension","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Suspension (topology); Engineering; Vibration; Stiffness; Structural engineering; Spring (device); Marine engineering; Acoustics","score_opus":0.007420808923322536,"score_gpt":0.19094384418203778,"score_spread":0.18352303525871524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3177741048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94032526,0.00010850235,0.039673552,0.00019984346,0.000068267174,0.00007102144,0.00051616033,0.00036942778,0.018667908],"genre_scores_gemma":[0.99467045,0.000045839275,0.0018549697,0.00001550997,0.0000033956119,0.00004456279,0.00016988823,0.000010761839,0.0031845814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989986,0.000018057619,0.0000048383326,0.000014795461,0.000028197765,0.000034131856],"domain_scores_gemma":[0.9998149,0.00006525293,0.000028361088,0.000012516476,0.00004901216,0.000030013927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016529115,0.0004584149,0.00047293084,0.0003540397,0.00052942167,0.0006172009,0.0005644673,0.0013422244,0.0037524712],"category_scores_gemma":[0.000371143,0.00020381878,0.0006515212,0.0002532592,0.0004980189,0.000360785,0.0004911038,0.00046156757,0.0003126492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006698211,0.000048313686,0.001950214,0.00004291281,0.000015759739,0.00020254489,0.000059904884,0.9918926,0.0036351169,0.0005732763,0.00019232572,0.0013200887],"study_design_scores_gemma":[0.000010317541,0.0000508227,0.0006394328,0.0000035943594,0.000005912334,0.000010822284,0.000042016207,0.99834347,0.00059955,0.00006128956,0.00022886872,0.0000039113415],"about_ca_topic_score_codex":0.021175396,"about_ca_topic_score_gemma":0.009656111,"teacher_disagreement_score":0.021175396,"about_ca_system_score_codex":0.0003952077,"about_ca_system_score_gemma":0.0006752544,"threshold_uncertainty_score":0.042104244},"labels":[],"label_agreement":null},{"id":"W3195130056","doi":"10.1177/09544097211041459","title":"Use of measured accelerations from a passenger rail car to evaluate ride quality and track roughness – A case study","year":2021,"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":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; University of Alberta","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada; University of Alberta; Transport Canada","keywords":"Envelope (radar); Acceleration; Ride quality; Surface finish; Track (disk drive); Surface roughness; Computer science; Axle load; Structural engineering; Automotive engineering; Axle; Engineering; Simulation; Mechanical engineering; Materials science; Physics; Telecommunications","score_opus":0.0554645125092359,"score_gpt":0.26591276341160364,"score_spread":0.21044825090236774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195130056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967933,0.000056645018,0.0017462744,0.00001287566,0.000002724674,0.00006106281,0.00034059465,0.000025437197,0.00096107076],"genre_scores_gemma":[0.99648714,0.00008452165,0.0025332842,0.0000044065246,0.0000026032114,0.000016950175,0.00030925137,0.0000051716065,0.000556682],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992674,0.000100954516,0.000040684958,0.00012391449,0.00037511834,0.00009189699],"domain_scores_gemma":[0.9991033,0.00020758538,0.00008621905,0.000093858296,0.0004634191,0.00004567523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047291553,0.0004423015,0.0003929778,0.0012294704,0.00057035865,0.00057082006,0.0006158891,0.00057045295,0.0004760873],"category_scores_gemma":[0.0014938938,0.00016902061,0.00036608925,0.0018183794,0.00043028546,0.00023713961,0.00029441348,0.00024473024,0.00015269683],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006644992,0.00075313455,0.76957333,0.00044326947,0.00023941483,0.004836557,0.0055309567,0.022675272,0.06310209,0.00038844268,0.00084289175,0.13095015],"study_design_scores_gemma":[0.000030489538,0.0007842891,0.9601508,0.000027338727,0.00011472106,0.0007643871,0.0030620887,0.023428867,0.009533539,0.000063833795,0.0019814908,0.00005812699],"about_ca_topic_score_codex":0.38321134,"about_ca_topic_score_gemma":0.5003604,"teacher_disagreement_score":0.38321134,"about_ca_system_score_codex":0.0013651911,"about_ca_system_score_gemma":0.0010609173,"threshold_uncertainty_score":0.7619616},"labels":[],"label_agreement":null},{"id":"W3196622294","doi":"10.1177/09544097211041874","title":"The development of a representative multidimensional transient duty cycle for in-service switcher locomotives","year":2021,"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":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Automotive engineering; Duty cycle; Engineering; Train; Driving cycle; Transient (computer programming); Propulsion; Power (physics); Electrical engineering; Computer science; Voltage; Electric vehicle","score_opus":0.0115146344931357,"score_gpt":0.21688653171472314,"score_spread":0.20537189722158744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196622294","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36167428,0.000117567935,0.6315951,0.000074224656,0.000038280632,0.00026405425,0.0011942068,0.0010329293,0.0040093553],"genre_scores_gemma":[0.7572392,0.00010008719,0.23955043,0.00002784999,0.000009059927,0.00023741856,0.0017109181,0.00013313934,0.0009919488],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996438,0.00005833539,0.000034073397,0.000092786955,0.00013999606,0.00003097664],"domain_scores_gemma":[0.9991493,0.0001843168,0.00012557465,0.00012895298,0.00036332622,0.00004856673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006920914,0.0003838926,0.0003105661,0.0017389279,0.00032251122,0.0007303638,0.000584976,0.00047073912,0.000705419],"category_scores_gemma":[0.0028802592,0.00022749626,0.00039482527,0.0012838476,0.00023146738,0.0005583445,0.0003872673,0.00035736256,0.0003593824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035635987,0.0004884652,0.120247014,0.00046919633,0.00008957018,0.0002614955,0.0010241156,0.2811919,0.08257494,0.005671575,0.0032425388,0.5043829],"study_design_scores_gemma":[0.000015399313,0.00031004503,0.080425836,0.00005095563,0.000028007204,0.00030608123,0.00044662622,0.8766408,0.031702332,0.0015890247,0.008409476,0.00007549234],"about_ca_topic_score_codex":0.008625965,"about_ca_topic_score_gemma":0.010055924,"teacher_disagreement_score":0.008625965,"about_ca_system_score_codex":0.0006524946,"about_ca_system_score_gemma":0.0005680326,"threshold_uncertainty_score":0.017151475},"labels":[],"label_agreement":null},{"id":"W4200294959","doi":"10.1177/09544097211049640","title":"Design optimization of hopper cars employing functionally graded honeycomb sandwich panels","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Finite element method; Sizing; Minimum mass; Structural engineering; Topology optimization; Optimal design; Reduction (mathematics); Computer science; Mathematical optimization; Mathematics; Engineering","score_opus":0.014955125941809972,"score_gpt":0.19191044817331676,"score_spread":0.17695532223150678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200294959","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22728327,0.0002816383,0.7655954,0.000080656406,0.00003284867,0.00009444035,0.00008219969,0.00026912766,0.0062804916],"genre_scores_gemma":[0.8487928,0.00017500723,0.14840542,0.00003439924,0.00000904671,0.00015737761,0.00009285766,0.00005643102,0.0022766006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998398,0.00003853718,0.0000057178668,0.00003228804,0.00006036602,0.000023335537],"domain_scores_gemma":[0.9998529,0.0000683582,0.00002328145,0.000015828145,0.000026648642,0.000012978348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037638302,0.0005441471,0.00047127408,0.00033337696,0.00017545876,0.00045491286,0.00047780082,0.00059078616,0.001347239],"category_scores_gemma":[0.00039900118,0.0003019048,0.00055228965,0.00016504341,0.0003019434,0.00027369818,0.00048449865,0.00034734962,0.0002216722],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038077447,0.00003475432,0.00053622865,0.00008653102,0.000031941334,0.000094124196,0.000027410988,0.9509813,0.02953169,0.0026017711,0.00016899656,0.015867252],"study_design_scores_gemma":[0.000006289456,0.00008306046,0.00031425862,0.0000044600706,0.000010268279,0.000021885342,0.000015464633,0.9948606,0.0035229735,0.0005716725,0.0005845525,0.000004511001],"about_ca_topic_score_codex":0.0007263636,"about_ca_topic_score_gemma":0.0011654217,"teacher_disagreement_score":0.001347239,"about_ca_system_score_codex":0.0002235604,"about_ca_system_score_gemma":0.0005510324,"threshold_uncertainty_score":0.004507005},"labels":[],"label_agreement":null},{"id":"W4229018343","doi":"10.1177/09544097221076258","title":"Carrydown of liquid friction modifier","year":2022,"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":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L.B. Foster Rail Technologies (Canada); University of British Columbia","funders":"","keywords":"Track (disk drive); Enhanced Data Rates for GSM Evolution; Tangent; Optics; Materials science; Acoustics; Physics; Engineering; Mechanical engineering; Geometry; Mathematics","score_opus":0.0072784628414402875,"score_gpt":0.17609613300022028,"score_spread":0.16881767015878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229018343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9754185,0.00040863827,0.019705167,0.00008233028,0.00010029456,0.0005610832,0.00056523585,0.0014982038,0.0016604328],"genre_scores_gemma":[0.9568048,0.00028154522,0.033601675,0.0001336602,0.000046878442,0.0009421378,0.00084115216,0.00024305597,0.007105149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991103,0.000054356326,0.000054898337,0.00027107238,0.00036564752,0.00014372895],"domain_scores_gemma":[0.9988481,0.0002983659,0.00025311118,0.00021571493,0.00028924816,0.00009544617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048250513,0.00062592153,0.0006539115,0.00043690065,0.0004641197,0.00042405858,0.0010773522,0.00053576496,0.0041041817],"category_scores_gemma":[0.0013201408,0.00028179595,0.0004196677,0.0002548764,0.00031822457,0.0004700049,0.00056623743,0.00075417815,0.0009848713],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013440964,0.000098020384,0.0012251964,0.0001243705,0.0000078367675,0.00010045364,0.0000649138,0.000099031204,0.9900649,0.00007856302,0.00021189511,0.007790515],"study_design_scores_gemma":[0.000008709193,0.00050161727,0.0020667543,0.000008507898,0.000011985972,0.000047360205,0.00002370802,0.0012766365,0.9930901,0.000012775109,0.0029428871,0.000008883728],"about_ca_topic_score_codex":0.0012769415,"about_ca_topic_score_gemma":0.0016511487,"teacher_disagreement_score":0.0041041817,"about_ca_system_score_codex":0.0004999635,"about_ca_system_score_gemma":0.0005398446,"threshold_uncertainty_score":0.013729811},"labels":[],"label_agreement":null},{"id":"W4246216202","doi":"10.1177/095440971022400501","title":"Guest Editorial","year":2010,"lang":"en","type":"editorial","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Human auditory perception and evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada)","funders":"","keywords":"Medicine","score_opus":0.00816693456593828,"score_gpt":0.2143015657696877,"score_spread":0.20613463120374942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246216202","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00005128957,0.0017713052,0.00006702563,0.011294381,0.98229355,0.000020869005,0.00004956911,0.000047590835,0.0044044247],"genre_scores_gemma":[0.0008617736,0.002777449,0.00009214918,0.011461919,0.9438215,0.000026571783,0.000068967,0.00005108674,0.040838536],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99738604,0.00035327213,0.00028467504,0.00042040655,0.0012446444,0.0003109837],"domain_scores_gemma":[0.988352,0.0018009904,0.00069998973,0.00047409386,0.0062606744,0.0024123346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003289224,0.0022877695,0.0020639198,0.0027353547,0.0016980844,0.0058122477,0.0016729797,0.0068210214,0.051285062],"category_scores_gemma":[0.01643408,0.00073553185,0.0013481483,0.000851807,0.0010100502,0.002142025,0.001091918,0.008197197,0.03925918],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003058526,0.000010648587,0.000023506642,0.00008398823,0.000008104875,0.0001545384,0.0000044548947,0.000010015993,0.000059493505,0.00012696789,0.994585,0.0049026757],"study_design_scores_gemma":[0.000041484753,0.000026441816,0.00028280422,0.0001438576,0.00002344772,0.00031022698,0.000026276633,0.000051196068,0.00013236376,0.00025919444,0.99869317,0.000009657419],"about_ca_topic_score_codex":0.000831121,"about_ca_topic_score_gemma":0.0021820082,"teacher_disagreement_score":0.051285062,"about_ca_system_score_codex":0.0015806811,"about_ca_system_score_gemma":0.0020382253,"threshold_uncertainty_score":0.17156559},"labels":[],"label_agreement":null},{"id":"W4250595674","doi":"10.1177/095440970822200301","title":"Guest Editorial","year":2008,"lang":"en","type":"editorial","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Human auditory perception and evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Medicine","score_opus":0.01072126086052488,"score_gpt":0.21261986298492763,"score_spread":0.20189860212440275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250595674","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00005316258,0.0017944445,0.00007698424,0.011401512,0.9821593,0.000021744305,0.00004563563,0.000050485716,0.004396844],"genre_scores_gemma":[0.0008490564,0.002559327,0.00009624791,0.010863228,0.9484941,0.000026477088,0.000062064086,0.000050586626,0.036998942],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975452,0.0003412705,0.00027127747,0.0004056065,0.0011604337,0.00027623383],"domain_scores_gemma":[0.9885245,0.0018397986,0.0006743603,0.00048255225,0.0062204725,0.002258231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031985298,0.0021626963,0.0019902172,0.002702208,0.0016315473,0.0055046855,0.0016385292,0.0063283187,0.04950212],"category_scores_gemma":[0.016131252,0.00070699624,0.0012990211,0.00079087185,0.000981478,0.0019845974,0.0010285523,0.008022904,0.03701593],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028712475,0.000010626332,0.000024681458,0.00008143169,0.0000081583385,0.00015638783,0.000004831752,0.00001001421,0.000058748214,0.00013219066,0.9942846,0.0051996214],"study_design_scores_gemma":[0.000038916518,0.000026492638,0.00026790472,0.0001399517,0.000022236585,0.00030330874,0.000025734911,0.00004952531,0.00012635556,0.00025421884,0.99873644,0.000008947318],"about_ca_topic_score_codex":0.0006761618,"about_ca_topic_score_gemma":0.0017840009,"teacher_disagreement_score":0.04950212,"about_ca_system_score_codex":0.001381118,"about_ca_system_score_gemma":0.0017368575,"threshold_uncertainty_score":0.16560107},"labels":[],"label_agreement":null},{"id":"W4280506572","doi":"10.1177/09544097221093486","title":"Use of deep convolutional neural networks and change detection technology for railway track inspections","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Pavemetrics Systems (Canada)","funders":"Federal Railroad Administration","keywords":"Change detection; Computer science; Fastener; Convolutional neural network; Field (mathematics); Software deployment; Process (computing); Track (disk drive); Artificial intelligence; Artificial neural network; Machine vision; Machine learning; Engineering; Software engineering","score_opus":0.014640352083444108,"score_gpt":0.1936580649380174,"score_spread":0.1790177128545733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280506572","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2836058,0.0006910095,0.7021461,0.00047116727,0.00010287573,0.00007751343,0.00037080978,0.0053850035,0.007149653],"genre_scores_gemma":[0.83437324,0.0002716935,0.16167189,0.00014290588,0.000016020618,0.0000344129,0.00038061634,0.00005704099,0.003052163],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965274,0.000039061928,0.000017364053,0.00007891848,0.00017717751,0.000034687375],"domain_scores_gemma":[0.9994954,0.00014974766,0.00007995214,0.000067486195,0.00018736585,0.000020007163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054688734,0.00042520612,0.00019120218,0.00069408055,0.00019713295,0.0005489073,0.0005284305,0.0005367366,0.00081907073],"category_scores_gemma":[0.0010824121,0.00023575564,0.00025758808,0.0005939518,0.00028488683,0.0006348251,0.00037821056,0.00049912336,0.00022232371],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024969666,0.00026812416,0.011582858,0.00011691713,0.00007909433,0.00019589423,0.0001229121,0.21743305,0.10220042,0.0029863254,0.0031967633,0.661568],"study_design_scores_gemma":[0.000005784146,0.00009252886,0.005211044,0.00001416391,0.000020158735,0.00006941223,0.000016153464,0.9509424,0.04081588,0.0008050229,0.0019916575,0.0000157185],"about_ca_topic_score_codex":0.012940495,"about_ca_topic_score_gemma":0.017081145,"teacher_disagreement_score":0.012940495,"about_ca_system_score_codex":0.0013435328,"about_ca_system_score_gemma":0.00062001386,"threshold_uncertainty_score":0.025730371},"labels":[],"label_agreement":null},{"id":"W4366425395","doi":"10.1177/09544097231169420","title":"Incentivized decarbonization through safer and more efficient heavy haul operations","year":2023,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Vehicle emissions and performance","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Canadian Pacific Railway (Canada); Simon Fraser University","funders":"","keywords":"Greenhouse gas; SAFER; Incentive; Service (business); Asset (computer security); Business; Reliability (semiconductor); Environmental economics; Transport engineering; Environmental science; Engineering; Operations management; Computer science; Economics; Marketing; Computer security","score_opus":0.010964358553338091,"score_gpt":0.21389432413305345,"score_spread":0.20292996557971538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366425395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48427227,0.001485809,0.11517064,0.015514906,0.00058381545,0.0007373748,0.0011510012,0.0015715548,0.37951255],"genre_scores_gemma":[0.9751887,0.00041074026,0.007149722,0.00052864896,0.00004356831,0.00005620539,0.00013057468,0.00005179231,0.016440118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986487,0.00025370633,0.0000336026,0.000119183605,0.00044502565,0.00049981213],"domain_scores_gemma":[0.99876344,0.00027572477,0.00018164466,0.00018739601,0.00038245818,0.00020928317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011677386,0.00044822413,0.00023316096,0.00043027566,0.00051578216,0.0018812275,0.000783413,0.0008920642,0.009700695],"category_scores_gemma":[0.0023487436,0.00015149513,0.00028625687,0.0005779915,0.0007938902,0.0013690836,0.0015213657,0.00086464366,0.0006205539],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071247993,0.0013562362,0.01918265,0.0010698411,0.00019538424,0.00044483054,0.000822957,0.30873492,0.054121666,0.28802338,0.047803514,0.2775321],"study_design_scores_gemma":[0.0003658888,0.0006453084,0.06062523,0.00043734102,0.00014166477,0.00020345268,0.0032888188,0.24742007,0.046539973,0.17141882,0.46874255,0.00017090513],"about_ca_topic_score_codex":0.029036064,"about_ca_topic_score_gemma":0.05389533,"teacher_disagreement_score":0.029036064,"about_ca_system_score_codex":0.0032230143,"about_ca_system_score_gemma":0.0063982136,"threshold_uncertainty_score":0.05773413},"labels":[],"label_agreement":null},{"id":"W4388722159","doi":"10.1177/09544097231214579","title":"A rail corrugation index to characterize noise impacts and grinding effectiveness on rail transit systems","year":2023,"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":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Manitoba","funders":"National Research Council Canada","keywords":"Grind; Grinding; Noise (video); Tonnage; Automotive engineering; Leverage (statistics); Tangent; Computer science; Environmental science; Engineering; Mathematics; Statistics; Geology; Mechanical engineering","score_opus":0.010059181359277749,"score_gpt":0.19668836574550128,"score_spread":0.18662918438622353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388722159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96543705,0.000083600615,0.030127933,0.000027913378,0.000012372201,0.000084917214,0.00067365484,0.00027051978,0.0032820392],"genre_scores_gemma":[0.9913783,0.000030418194,0.0077841254,0.0000040398895,0.0000042502375,0.000015634505,0.00048014653,0.000015263624,0.00028771462],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942017,0.000058926933,0.00005471713,0.00011814426,0.0002924352,0.000055567987],"domain_scores_gemma":[0.99807453,0.00059613347,0.0005349284,0.00017775247,0.0005359553,0.00008057147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069087354,0.0005087478,0.00037264035,0.0030534836,0.0003369605,0.00063975184,0.00034167495,0.00031069195,0.0007501688],"category_scores_gemma":[0.0027986146,0.00017125692,0.0004399912,0.0018492999,0.00029790448,0.0007661139,0.0004315984,0.00040240408,0.00016171965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017839925,0.0003099402,0.68951845,0.00015765389,0.0001442059,0.00016811148,0.000472332,0.18752758,0.030465214,0.0010975698,0.00061755086,0.089343004],"study_design_scores_gemma":[0.000005800134,0.00038786672,0.6583747,0.000020674992,0.000047667963,0.00012042118,0.00037026437,0.3293594,0.009781238,0.00033313502,0.0011464591,0.0000522703],"about_ca_topic_score_codex":0.01891771,"about_ca_topic_score_gemma":0.045007054,"teacher_disagreement_score":0.01891771,"about_ca_system_score_codex":0.001052177,"about_ca_system_score_gemma":0.00049906864,"threshold_uncertainty_score":0.03761518},"labels":[],"label_agreement":null},{"id":"W4407409658","doi":"10.1177/09544097251318765","title":"Train-velocity-filtering of wayside noise to measure grind effectiveness when targeting variable wavelength rail corrugation","year":2025,"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":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Manitoba","funders":"","keywords":"Grind; Measure (data warehouse); Noise (video); Variable (mathematics); Wavelength; Acoustics; Computer science; Engineering; Mechanical engineering; Mathematics; Physics; Optics; Artificial intelligence; Data mining; Mathematical analysis; Image (mathematics); Grinding","score_opus":0.006726263311549413,"score_gpt":0.18557035259585467,"score_spread":0.17884408928430526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407409658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7975264,0.00012319318,0.19644022,0.0000534702,0.000037435024,0.0001484489,0.0007985727,0.00067545153,0.0041967747],"genre_scores_gemma":[0.9413388,0.000060581555,0.056797795,0.000018549354,0.000011184382,0.000080493155,0.00069315167,0.000052188123,0.00094719644],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990281,0.00014124255,0.000073469215,0.00019841873,0.00048628938,0.000072524694],"domain_scores_gemma":[0.99716336,0.00072220585,0.00075968995,0.00031982065,0.0009307963,0.00010409141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010011991,0.0006105533,0.00038905122,0.0023275497,0.00030832688,0.0007673673,0.0005246758,0.0004661066,0.0009028784],"category_scores_gemma":[0.004204116,0.00018540173,0.00028098814,0.001598429,0.00029954693,0.00089578464,0.00048074033,0.0003641965,0.00033524146],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030909423,0.00055248284,0.5893005,0.00028127249,0.00026811042,0.00015205484,0.0010861508,0.088038184,0.05754918,0.0016281033,0.0012906998,0.25954413],"study_design_scores_gemma":[0.000016228432,0.0008086905,0.68549836,0.00005121732,0.00012460163,0.00026987563,0.00080347346,0.27818078,0.029510377,0.001016347,0.0035963177,0.00012377306],"about_ca_topic_score_codex":0.009868168,"about_ca_topic_score_gemma":0.031247929,"teacher_disagreement_score":0.009868168,"about_ca_system_score_codex":0.0005623375,"about_ca_system_score_gemma":0.00062903366,"threshold_uncertainty_score":0.019621491},"labels":[],"label_agreement":null},{"id":"W4409251808","doi":"10.1177/09544097251332371","title":"Could laser-based profile measurements be used in wheel/rail contact and vehicle dynamics simulations?","year":2025,"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":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Automotive engineering; Dynamics (music); Laser; Vehicle dynamics; Contact dynamics; Aerospace engineering; Computer science; Engineering; Mechanical engineering; Physics; Mechanics; Acoustics; Optics","score_opus":0.014423154462707635,"score_gpt":0.21601836498070734,"score_spread":0.2015952105179997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409251808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66269183,0.00012777981,0.3259045,0.0008336276,0.00013477073,0.000190909,0.0013655801,0.002003429,0.0067475946],"genre_scores_gemma":[0.94862753,0.00010971575,0.049186107,0.00008951512,0.000010964979,0.00015439796,0.00033686712,0.00020220637,0.0012827091],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979144,0.000060127713,0.0000116217225,0.000030989282,0.00006825888,0.000037534744],"domain_scores_gemma":[0.99901795,0.00043556263,0.000090503774,0.00020215269,0.00020429894,0.000049593345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076274987,0.00035295472,0.00058714807,0.0004161881,0.00037817127,0.00083660637,0.000937399,0.0013865075,0.002152238],"category_scores_gemma":[0.004020492,0.00042422427,0.0004219657,0.00054920244,0.00040319742,0.0018351392,0.00048408407,0.0006792211,0.0005440569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017564288,0.00019956297,0.010120957,0.00011206303,0.000050138773,0.00007575733,0.00023705517,0.9456114,0.013854854,0.0029436396,0.00069576246,0.025923109],"study_design_scores_gemma":[0.00001488661,0.00007377842,0.0012940349,0.000010390953,0.0000057720968,0.000010205096,0.00009127986,0.9927424,0.0042233127,0.00058871455,0.00092532736,0.000019868634],"about_ca_topic_score_codex":0.016155435,"about_ca_topic_score_gemma":0.012823496,"teacher_disagreement_score":0.016155435,"about_ca_system_score_codex":0.0004931516,"about_ca_system_score_gemma":0.00096212636,"threshold_uncertainty_score":0.03212279},"labels":[],"label_agreement":null},{"id":"W4411280356","doi":"10.1177/09544097251347834","title":"Qualitative risk assessment for hydrogen and battery locomotives","year":2025,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Risk and Safety Analysis","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia; National Research Council Canada","funders":"Natural Resources Canada","keywords":"Battery (electricity); Engineering; Aeronautics; Automotive engineering; Computer science; Physics","score_opus":0.03705514236961671,"score_gpt":0.35738141847350946,"score_spread":0.32032627610389275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411280356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.651963,0.0005802592,0.2743431,0.0034334934,0.00004137979,0.0018045144,0.002121484,0.00013428794,0.06557855],"genre_scores_gemma":[0.9610829,0.00020931163,0.03474556,0.000065328284,0.000004342973,0.0003217543,0.00022844887,0.000008244235,0.0033342617],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"qualitative","domain_scores_codex":[0.9935201,0.003956144,0.000216374,0.00020059684,0.0017567318,0.0003500166],"domain_scores_gemma":[0.9853532,0.010186263,0.0013195311,0.00034816156,0.0025212339,0.0002715509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008993288,0.00045437634,0.0003603196,0.0037641402,0.0016766032,0.0025349595,0.0010141868,0.00076527696,0.0038597095],"category_scores_gemma":[0.017164035,0.00023699833,0.0007170875,0.0019581013,0.002326455,0.0015776694,0.002313248,0.0006008175,0.00022133639],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007395455,0.0004982617,0.06945002,0.0015616266,0.0001915175,0.0032983944,0.116305575,0.19581532,0.007738361,0.45808923,0.005630215,0.14068188],"study_design_scores_gemma":[0.000105325445,0.000621922,0.037933923,0.0015470872,0.0001577883,0.0009929021,0.28181055,0.29309815,0.010769943,0.31008497,0.06258633,0.00029117643],"about_ca_topic_score_codex":0.036220796,"about_ca_topic_score_gemma":0.051555358,"teacher_disagreement_score":0.036220796,"about_ca_system_score_codex":0.010181704,"about_ca_system_score_gemma":0.005032032,"threshold_uncertainty_score":0.07387382},"labels":[],"label_agreement":null},{"id":"W4412966441","doi":"10.1177/09544097251360450","title":"Simulation-based evaluation of maintenance strategies using look-up tables","year":2025,"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":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Track (disk drive); Axle; Asset (computer security); Reliability engineering; Corrective maintenance; Sensitivity (control systems); Computer science; Engineering; Industrial engineering; Preventive maintenance; Mechanical engineering","score_opus":0.015696548027724758,"score_gpt":0.2502639693258873,"score_spread":0.23456742129816255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412966441","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37032098,0.0003762717,0.61199206,0.00019563935,0.00007495143,0.00036651714,0.0016691891,0.0026714501,0.012332803],"genre_scores_gemma":[0.91324806,0.00010640091,0.08520314,0.000022452936,0.000005945029,0.0002295283,0.00044833086,0.00009759428,0.000638502],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995771,0.00017765189,0.000031273023,0.00004292416,0.000119796496,0.00005139937],"domain_scores_gemma":[0.9967603,0.0024962483,0.00018333223,0.00018766552,0.00031756854,0.00005489084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012636706,0.0009125668,0.0010568142,0.0010580941,0.0003703174,0.0011230931,0.0013978586,0.0010989252,0.004058996],"category_scores_gemma":[0.0038718453,0.0005194831,0.0006992402,0.00070962816,0.00032207518,0.00083223765,0.0004390447,0.00061637,0.00032039572],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049219092,0.000027464343,0.000487827,0.00003602237,0.000014491972,0.000021138143,0.0000149838,0.9937868,0.0007429686,0.0007428761,0.00010633869,0.0039698808],"study_design_scores_gemma":[0.0000075683815,0.00002331697,0.000119130105,0.000004019265,0.0000051646393,0.0000055061255,0.000007639243,0.99893373,0.0005525283,0.0002364285,0.00010003292,0.0000049964924],"about_ca_topic_score_codex":0.0073472518,"about_ca_topic_score_gemma":0.005696957,"teacher_disagreement_score":0.0073472518,"about_ca_system_score_codex":0.0009475144,"about_ca_system_score_gemma":0.0010252085,"threshold_uncertainty_score":0.014608979},"labels":[],"label_agreement":null},{"id":"W4413615378","doi":"10.1177/09544097251371272","title":"Multi-objective optimization and sensitivity analysis of forced-steering bogies using surrogate models and NSGA-III","year":2025,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit","topic":"Vehicle Dynamics and Control Systems","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; National Research Council Canada","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Bogie; Surrogate model; Sensitivity (control systems); Computer science; Mathematical optimization; Mathematics; Engineering; Structural engineering","score_opus":0.010485480229435473,"score_gpt":0.20499988276481843,"score_spread":0.19451440253538296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413615378","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43155873,0.00063538336,0.55886984,0.00037279289,0.00005640233,0.0002943707,0.00028924277,0.0002913038,0.007631868],"genre_scores_gemma":[0.96243006,0.00012795755,0.036055163,0.000043177042,0.000004050856,0.00016598891,0.0001460258,0.000021099077,0.0010065486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912244,0.0005353619,0.0000327815,0.000057912395,0.0001431021,0.00010851888],"domain_scores_gemma":[0.9978325,0.001632059,0.00019343464,0.00008792932,0.00020106617,0.00005305075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032624775,0.0010952809,0.00087785005,0.0011142413,0.0003956344,0.0009183808,0.0006004886,0.0009575745,0.0010050816],"category_scores_gemma":[0.0038947486,0.00058621756,0.0011035674,0.0006385448,0.0005980514,0.00042985543,0.00087662425,0.000877352,0.00009469531],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013356364,0.000009043515,0.00017082374,0.0000108579225,0.000010202156,0.0000097720695,0.0000041578414,0.99849236,0.00012964786,0.0003110417,0.000025584579,0.0008132387],"study_design_scores_gemma":[0.0000034043835,0.000029844552,0.000108962355,0.0000037863892,0.0000034387892,0.0000027060464,0.000004744108,0.9993735,0.00016474632,0.00025044676,0.00005217168,0.0000023473417],"about_ca_topic_score_codex":0.008717563,"about_ca_topic_score_gemma":0.005382857,"teacher_disagreement_score":0.008717563,"about_ca_system_score_codex":0.0011750859,"about_ca_system_score_gemma":0.0012352467,"threshold_uncertainty_score":0.017333627},"labels":[],"label_agreement":null},{"id":"W4416557395","doi":"10.1177/09544097251400530","title":"A review of thermal railway wheel modelling – Applicability and limitations","year":2025,"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":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"","keywords":"Heat transfer; Finite element method; Thermal; Field (mathematics); Range (aeronautics); Service life; Thermal analysis","score_opus":0.01313098756002653,"score_gpt":0.20211402879422377,"score_spread":0.18898304123419724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416557395","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002670567,0.94187254,0.038456373,0.0009869571,0.0012113013,0.000034399745,0.000294374,0.0002520336,0.014221456],"genre_scores_gemma":[0.015628085,0.95973504,0.015807977,0.0004341706,0.0008923895,0.000051884927,0.00046695097,0.00016546446,0.0068179993],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99936146,0.00011653726,0.00008934276,0.00014458028,0.00025318572,0.000034931083],"domain_scores_gemma":[0.99902713,0.00047318745,0.000073365314,0.00006841348,0.0003326909,0.000025207088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012500945,0.0009507001,0.0012190865,0.0022247517,0.00039530487,0.0017692283,0.0017792654,0.0012985305,0.004831842],"category_scores_gemma":[0.0017170453,0.000879276,0.0011383459,0.0037239068,0.0005751358,0.002468792,0.00064222934,0.0009014751,0.0035621317],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007663147,0.00007543693,0.0007895992,0.02168369,0.00012520539,0.00018200224,0.00023443282,0.031390358,0.004261836,0.026223868,0.037156567,0.8778004],"study_design_scores_gemma":[0.0000059592503,0.000111543086,0.0010166288,0.004741653,0.00012066182,0.00048196566,0.00012332867,0.013132358,0.002449384,0.006097572,0.9716483,0.00007052897],"about_ca_topic_score_codex":0.0036634877,"about_ca_topic_score_gemma":0.003515684,"teacher_disagreement_score":0.004831842,"about_ca_system_score_codex":0.00080945576,"about_ca_system_score_gemma":0.001318325,"threshold_uncertainty_score":0.016164124},"labels":[],"label_agreement":null}]}