{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":263,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":263,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"be8372f5b585","filters":{"topic":"Transportation Safety and Impact Analysis"}},"results":[{"id":"W2011545057","doi":"10.1016/j.compstruct.2004.04.008","title":"Parametric study of automotive composite bumper beams subjected to low-velocity impacts","year":2004,"lang":"en","type":"article","venue":"Composite Structures","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Automotive industry; Sheet moulding compound; Composite number; Rigidity (electromagnetism); Parametric statistics; Materials science; Molding (decorative); Crash; Beam (structure); Structural engineering; Composite material; Engineering; Computer science; Aerospace engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007173568436668383,"gpt":0.2389357109812932,"spread":0.2317621425446248,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006529048,0.0002944105,0.0004862508,0.0005224725,0.000106996,0.00004473265,0.000268001,0.00009416934,0.00005716184],"category_scores_gemma":[0.00002376097,0.0002724432,0.0001363923,0.001665899,0.00004058311,0.0001665978,0.00002255494,0.0002237595,0.00001500971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001181261,"about_ca_system_score_gemma":0.00002599724,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004548172,"about_ca_topic_score_gemma":0.0001881567,"domain_scores_codex":[0.9985586,0.00003883734,0.0004681995,0.0002469084,0.0003594213,0.0003279956],"domain_scores_gemma":[0.9991001,0.00006115722,0.00008024843,0.0003427101,0.0001815601,0.0002342301],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001116509,0.0002118924,0.01946342,0.00007917274,0.0005972803,0.00001642905,0.007878033,0.8817668,0.08901826,0.00006147207,0.00003947433,0.0007561369],"study_design_scores_gemma":[0.001187242,0.0002249904,0.8902102,0.00003313633,0.0001476812,0.000004561386,0.0003317861,0.000340458,0.1069845,0.0002406153,0.00001177306,0.000283029],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9931996,0.0001222845,0.005574463,0.00003231612,0.0001749157,0.0003987199,0.00007233879,0.0002775966,0.0001477201],"genre_scores_gemma":[0.9975908,0.00001110424,0.002181274,0.00007390819,0.00004092553,0.000006170431,0.00005534614,0.00003604634,0.000004456302],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8814263,"threshold_uncertainty_score":0.9999728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2036302199","doi":"10.1002/pc.10211","title":"Applications of fiber‐metal laminates","year":2000,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"National Research Council Canada; Carleton University","funders":"","keywords":"Materials science; Durability; Airframe; Composite material; Aerospace; Carbon fiber reinforced polymer; Fiber; Shotcrete; Composite number; Structural engineering; Aerospace engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003829873981108097,"gpt":0.2006572439950777,"spread":0.1968273700139696,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00001577025,0.00006781597,0.0001102932,0.00006017419,0.00002698644,0.000006116429,0.00007643272,0.00002393872,0.003345797],"category_scores_gemma":[3.040325e-7,0.0000677403,0.00006904564,0.000227679,0.00002653737,0.00007522497,0.000001475909,0.00003706149,0.0002167838],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000003940963,"about_ca_system_score_gemma":0.000002686115,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000270626,"about_ca_topic_score_gemma":0.000004860829,"domain_scores_codex":[0.9996282,0.000005071812,0.0001527093,0.00005645713,0.00006896644,0.00008861771],"domain_scores_gemma":[0.9997937,0.00003065993,0.00001298708,0.0001157771,0.0000120567,0.00003482532],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002471335,0.0001700942,0.006512872,0.0001418235,0.0005691022,0.000001739695,0.001188353,0.01820376,0.5029123,0.001877161,0.0004659395,0.4679321],"study_design_scores_gemma":[0.0002160133,0.00002007404,0.02774742,0.00001361046,0.0001448222,0.000002781826,0.00003392943,0.004344942,0.9467568,0.0001168413,0.02039653,0.0002062197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9398954,0.008031371,0.006025812,0.0001134748,0.00002903059,0.0001319471,0.0001043716,0.0003519051,0.04531671],"genre_scores_gemma":[0.997903,0.00007925581,0.0003793741,0.00001407439,0.00002034922,0.00001161456,0.00005048271,0.00001050336,0.001531328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4677259,"threshold_uncertainty_score":0.9975653,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2557411684","doi":"10.3141/2636-01","title":"Development of Crash Modification Factors for Uncontrolled Pedestrian Crossing Treatments","year":2017,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Pedestrian; Crash; Pedestrian crossing; Transport engineering; Reduction (mathematics); Statistics; Geography; Environmental science; Engineering; Computer science; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.1728883001682937,"gpt":0.4168031171822817,"spread":0.243914817013988,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.002606194,0.0002800124,0.0006352442,0.0008141585,0.001959,0.0002977388,0.001147475,0.0001970884,0.00009649739],"category_scores_gemma":[0.0002231506,0.0002130075,0.0005889979,0.0006561368,0.0005616022,0.0009664695,0.000003039172,0.0008045734,0.000004532307],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002697149,"about_ca_system_score_gemma":0.0007170101,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001618797,"about_ca_topic_score_gemma":0.02715273,"domain_scores_codex":[0.994797,0.0002211516,0.001844115,0.0002791901,0.002168802,0.0006897777],"domain_scores_gemma":[0.9950046,0.0006854138,0.0007609815,0.00063875,0.002595876,0.0003143994],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.003531283,0.0007350039,0.7994906,0.001521975,0.002919608,0.00002612833,0.03083425,0.03185463,0.07866202,0.001434747,0.001137481,0.04785227],"study_design_scores_gemma":[0.003134709,0.0001856353,0.9705741,0.0002460567,0.0001836607,7.616607e-8,0.001956752,0.0008293243,0.01810105,0.0007371895,0.00385559,0.0001958822],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9795979,0.0001372671,0.01816268,0.0004160527,0.0004050119,0.0009989033,0.0001537421,0.00003157486,0.00009687353],"genre_scores_gemma":[0.993073,0.0003020051,0.00605888,0.000003583563,0.0000903997,0.0000821228,0.00006510255,0.00006006182,0.0002648133],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1710835,"threshold_uncertainty_score":0.9993403,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2990081678","doi":"10.1016/j.jterra.2019.10.003","title":"A review of mobility metrics for next generation vehicle mobility models","year":2019,"lang":"en","type":"review","venue":"Journal of Terramechanics","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"Battelle","keywords":"Mobility model; Metric (unit); Traction (geology); Computer science; Transport engineering; Engineering; Telecommunications; Mechanical engineering; Operations management","retraction":null,"screen_n_in":null,"score":{"opus":0.2102959712237052,"gpt":0.3533571553179135,"spread":0.1430611840942083,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001447517,0.0002978933,0.002323586,0.0003226376,0.00002287854,0.00002263097,0.0003420162,0.0002547894,0.00004031352],"category_scores_gemma":[0.0001848237,0.0002398791,0.001789608,0.0006802876,0.000009563486,0.0004436897,0.00001166144,0.0004173326,0.000003098011],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002232306,"about_ca_system_score_gemma":0.0002186879,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002557961,"about_ca_topic_score_gemma":0.000002365519,"domain_scores_codex":[0.9971312,0.0000844301,0.002101372,0.0001568279,0.0003458978,0.0001803082],"domain_scores_gemma":[0.997577,0.0001819526,0.001185125,0.0004325686,0.0005214841,0.0001019476],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000006678356,0.0001004722,1.393545e-7,0.2560644,0.0006388928,7.21404e-7,0.00004169966,0.006389116,0.00003397897,0.000102585,0.0009902415,0.735631],"study_design_scores_gemma":[0.0003993994,0.0003216309,7.7232e-7,0.06443465,0.00845771,0.00002911421,0.00002133854,0.2431076,0.00005853054,0.0006223636,0.6820119,0.0005349767],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.00001542327,0.821497,0.1772758,0.00001026413,0.0004301023,0.0005931998,0.0001513666,0.00001483761,0.00001195057],"genre_scores_gemma":[0.0003447348,0.9959431,0.003367885,0.0000521093,0.0001384888,0.00001930146,0.00007736115,0.00004692351,0.00001015599],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.7350961,"threshold_uncertainty_score":0.9781986,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1968926872","doi":"10.1139/l03-034","title":"A framework to proactively consider road safety within the road planning process","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"SAFER; Obstacle; Audit; Process (computing); Risk analysis (engineering); Transport engineering; Plan (archaeology); Key (lock); Engineering; Computer science; Business; Computer security","retraction":null,"screen_n_in":null,"score":{"opus":0.01327140823299685,"gpt":0.229704989262512,"spread":0.2164335810295151,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003958972,0.0001921531,0.0002724811,0.0003464473,0.0001133302,0.00007167226,0.0001990928,0.00009186415,0.0001593225],"category_scores_gemma":[0.0003810428,0.0001605572,0.000112038,0.000622444,0.00002160284,0.00026196,0.000001309193,0.0005442784,0.000007245915],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001533406,"about_ca_system_score_gemma":0.0004351068,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001475319,"about_ca_topic_score_gemma":0.01000828,"domain_scores_codex":[0.9988569,0.00002026193,0.000471734,0.00009200399,0.0001982518,0.000360836],"domain_scores_gemma":[0.9989427,0.00006590285,0.00008422483,0.0001468915,0.0001321842,0.0006281286],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00000575968,0.000002016996,0.00106349,0.00002803108,0.0001701245,0.00005128028,0.005938655,0.9916025,0.0001062114,0.0006934411,0.0001234118,0.0002150995],"study_design_scores_gemma":[0.003529299,0.0005336253,0.6227382,0.005695665,0.001365309,0.002333244,0.02108777,0.2293957,0.009515654,0.004298955,0.09472834,0.004778248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3823634,0.003308306,0.6040108,0.0007921217,0.001714447,0.0004010788,0.00004097229,0.000137388,0.007231444],"genre_scores_gemma":[0.9984998,0.000006520223,0.001202323,0.0001263631,0.0000973291,0.000004902174,0.000001050377,0.0000425355,0.00001918114],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7622068,"threshold_uncertainty_score":0.6547331,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2107934762","doi":"10.1139/l04-006","title":"Pendulum impacts into concrete bridge barriers reinforced with glass fibre reinforced polymer composite bars","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Materials science; Composite material; Cracking; Structural engineering; Glass fiber; Composite number; Slab; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004018923475411301,"gpt":0.1763961286236035,"spread":0.1723772051481922,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001582387,0.0003067591,0.0004483255,0.0006265003,0.0001134486,0.0001018001,0.0002580402,0.0001227858,0.0002326662],"category_scores_gemma":[0.00004674043,0.0003021875,0.0002054723,0.0005486697,0.00005180972,0.0007458027,0.000003224377,0.0004377506,0.000009601219],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004217113,"about_ca_system_score_gemma":0.0007460931,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002941618,"about_ca_topic_score_gemma":0.01751668,"domain_scores_codex":[0.9984577,0.000008016761,0.0005792393,0.0001101595,0.0002744432,0.000570498],"domain_scores_gemma":[0.9977142,0.00003135836,0.0001231766,0.0002109842,0.0001363723,0.00178388],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002213351,1.462772e-7,0.0002211411,0.00007239184,0.0003073652,0.00027242,0.001646169,0.9833136,0.01356727,0.0004208048,0.0001213779,0.00003513517],"study_design_scores_gemma":[0.03410859,0.003104823,0.1779074,0.01024451,0.00350568,0.008194628,0.004474375,0.368789,0.3474123,0.000114007,0.03115876,0.01098593],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8693529,0.001706285,0.1259387,0.0003860742,0.0006202949,0.0001628943,0.00005577321,0.0001585813,0.001618511],"genre_scores_gemma":[0.9990264,0.00005234057,0.0005189985,0.0001039025,0.0001269186,0.000001703263,0.00002105826,0.00007266064,0.0000760785],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6145246,"threshold_uncertainty_score":0.999943,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2101237829","doi":"10.1139/cjce-2013-0393","title":"Development of cost-effective PL-3 concrete bridge barrier reinforced with sand-coated glass fibre reinforced polymer (GFRP) bars: vehicle crash test","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true},"ca_institutions":"Toronto Metropolitan University","funders":"Pultrall","keywords":"Fibre-reinforced plastic; Structural engineering; Crash; Bridge (graph theory); Materials science; Crash test; Glass fiber; Composite material; Engineering; Forensic engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.005697309067677557,"gpt":0.1824887992279323,"spread":0.1767914901602547,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028594,0.0002775989,0.0004967648,0.0004766963,0.00007882958,0.00004478042,0.0002083704,0.0001193914,0.0001928736],"category_scores_gemma":[0.0001369826,0.0002667257,0.0001362107,0.0004784048,0.0000430745,0.0003886241,0.00000406655,0.000319017,0.000006059779],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000212673,"about_ca_system_score_gemma":0.000422616,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002264268,"about_ca_topic_score_gemma":0.004030213,"domain_scores_codex":[0.9984481,0.00001414436,0.0007042643,0.0001139706,0.0002652961,0.0004542467],"domain_scores_gemma":[0.9984794,0.0001608024,0.0001747208,0.0001859449,0.0002225072,0.0007766479],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00003969186,9.717224e-7,0.001734174,0.0001851283,0.0005059079,0.00004977887,0.00266873,0.8859381,0.1070684,0.0001269203,0.0001924356,0.001489734],"study_design_scores_gemma":[0.004694538,0.0004393936,0.1237245,0.001639519,0.0004272121,0.0001775295,0.0003147009,0.3791758,0.4708939,0.000001905692,0.01708287,0.001428034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7859533,0.0003691768,0.2103556,0.00005586519,0.0003240265,0.000447033,0.0000720799,0.0001098236,0.002313129],"genre_scores_gemma":[0.9991223,0.00001239304,0.0005604397,0.00003804393,0.00008422798,0.00001154408,0.00002102596,0.00005968989,0.00009038867],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5067623,"threshold_uncertainty_score":0.9999785,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2011540218","doi":"10.1061/(asce)0899-1561(2000)12:1(81)","title":"Fiber Reinforced Wet-Mix Shotcrete under Impact","year":2000,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Shotcrete; Materials science; Composite material; Geotechnical engineering; Fiber; Structural engineering; Geology; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007116960140838242,"gpt":0.2209900765746564,"spread":0.2138731164338182,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003648784,0.0001962461,0.000422657,0.0003031395,0.0000151952,0.00005459475,0.0001536153,0.0001025091,0.008849246],"category_scores_gemma":[0.00001675521,0.0001749746,0.0001632868,0.0002678981,0.000008816903,0.0004633034,0.000003495457,0.0001823828,0.00005598519],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001206511,"about_ca_system_score_gemma":0.00002306629,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001448283,"about_ca_topic_score_gemma":0.00001023651,"domain_scores_codex":[0.9986506,0.00001502772,0.000769311,0.00006892804,0.0002176472,0.0002784922],"domain_scores_gemma":[0.999589,0.00004849635,0.00007753005,0.0001354377,0.00003531099,0.000114204],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004036259,0.000003605951,0.00002950647,0.00004533769,0.0001068604,0.00002323655,0.0001569164,0.9184707,0.08056228,0.00001677723,0.0001436653,0.0004007721],"study_design_scores_gemma":[0.008915357,0.0006870066,0.2300096,0.00260384,0.0006854046,0.0009383949,0.0002818015,0.1460012,0.5830992,0.0003588726,0.02305777,0.003361579],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957798,0.0002353508,0.002663135,0.00002929615,0.0003220943,0.00004735824,0.00001613867,0.00006776456,0.0008390665],"genre_scores_gemma":[0.9986499,0.0003969746,0.0005130857,0.00001552964,0.0002001691,0.000001703599,0.000006558659,0.00004279682,0.0001732848],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7724695,"threshold_uncertainty_score":0.9920568,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2138519761","doi":"10.1061/(asce)0733-947x(2006)132:9(722)","title":"Crashworthiness of Motor Vehicle and Traffic Light Pole in Frontal Collisions","year":2006,"lang":"en","type":"article","venue":"Journal of Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Thornhill Medical (Canada); Toronto Metropolitan University","funders":"","keywords":"Crashworthiness; Motor vehicle crash; Automotive engineering; Engineering; Poison control; Computer science; Crash; Injury prevention; Medicine; Medical emergency","retraction":null,"screen_n_in":null,"score":{"opus":0.002889904513466675,"gpt":0.1779737332744457,"spread":0.175083828760979,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001087092,0.0001094658,0.000267499,0.0003412925,0.00001343564,0.000008643329,0.00006022608,0.00006031532,0.00001901744],"category_scores_gemma":[0.000004503863,0.0001094367,0.0001023455,0.0003260026,0.000009373816,0.0003197129,3.906103e-7,0.0001423769,3.505149e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003063432,"about_ca_system_score_gemma":0.00001637787,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000269383,"about_ca_topic_score_gemma":0.0002264455,"domain_scores_codex":[0.9989885,0.000004691673,0.0006604248,0.00005562091,0.0001732973,0.00011746],"domain_scores_gemma":[0.999701,0.00003296354,0.00009694468,0.00005137761,0.00006013236,0.00005755372],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00001985586,0.00003129218,0.01490022,0.00007710262,0.00003608592,0.00001755518,0.0005141825,0.9381623,0.04587095,0.00008945872,0.00001374109,0.000267202],"study_design_scores_gemma":[0.0008385609,0.00003961902,0.9258132,0.0001166333,0.0000722161,0.000005582216,0.0001518757,0.06508243,0.00740019,0.00001278895,0.0003322439,0.0001346738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9863694,0.0007034726,0.01262119,0.00005339628,0.0001208608,0.0000470154,0.00003175242,0.00002790167,0.00002497179],"genre_scores_gemma":[0.9983202,0.0001032935,0.001487043,0.000002571945,0.00004458168,0.000001392086,0.00001433472,0.00001879243,0.000007771427],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.910913,"threshold_uncertainty_score":0.4462698,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027741682","doi":"10.1016/j.aap.2010.10.001","title":"A study of the effectiveness of Electronic Stability Control in Canada","year":2010,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Transport Canada","funders":"","keywords":"Slush; Crash; Electronic stability control; Poison control; Collision; Aeronautics; Snow; Obstacle; Snow removal; Automotive engineering; Environmental science; Engineering; Computer science; Medicine; Computer security; Meteorology; Medical emergency; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.00374566507744146,"gpt":0.2136211041206548,"spread":0.2098754390432134,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008335657,0.00008379335,0.0003414012,0.0001541059,0.00001759694,0.000003782694,0.0001583672,0.00002837433,0.0001282598],"category_scores_gemma":[0.00003294531,0.00006790779,0.0002242661,0.001348938,0.000009681944,0.0001032132,0.000005848643,0.0001581378,2.207427e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001433984,"about_ca_system_score_gemma":0.0001486482,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.4083832,"about_ca_topic_score_gemma":0.9977795,"domain_scores_codex":[0.9988227,0.0002524077,0.0004387646,0.0001081131,0.000250468,0.0001274862],"domain_scores_gemma":[0.9993478,0.0001385416,0.0001156176,0.0003114435,0.00006611823,0.00002049311],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00003201054,0.00009817842,0.9129531,0.0000069119,0.001009607,1.981304e-7,0.0001311216,0.07868004,0.006875356,0.00002663918,3.599755e-7,0.0001865009],"study_design_scores_gemma":[0.000619453,0.00002335823,0.9870833,0.000007715695,0.001432215,6.535959e-8,0.0003719361,0.004639928,0.005636849,0.0001279218,8.961068e-7,0.00005638199],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997271,0.00003445737,0.002311243,0.000004557225,0.00004586486,0.0002952628,8.766472e-7,0.000007349222,0.00002936803],"genre_scores_gemma":[0.9999504,0.000004902005,0.000003081154,0.000001265562,0.000003477937,0.00002102168,0.000008485554,0.0000051171,0.000002225002],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5893964,"threshold_uncertainty_score":0.5955565,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1898407564","doi":"10.1139/cjce-2013-0019","title":"Concrete bridge barriers reinforced with glass fibre-reinforced polymer: static tests and pendulum impacts","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true},"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Pultrall","keywords":"Fibre-reinforced plastic; Materials science; Structural engineering; Christian ministry; Reinforced concrete; Bridge (graph theory); Composite material; Reinforcement; Glass fiber; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004230379540954196,"gpt":0.1716354819289947,"spread":0.1674051023880405,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001159692,0.000244095,0.0003545666,0.0004698514,0.00006949999,0.0001323493,0.000143622,0.00007934514,0.0005363739],"category_scores_gemma":[0.00007670377,0.000226955,0.0000877221,0.0003309612,0.00004592194,0.0008513195,0.000002472596,0.0002898857,0.000008652485],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001243654,"about_ca_system_score_gemma":0.0003610408,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002807981,"about_ca_topic_score_gemma":0.01094598,"domain_scores_codex":[0.9987577,0.000007801527,0.0004612138,0.00008690609,0.0001890103,0.0004973298],"domain_scores_gemma":[0.9978775,0.00006344145,0.0001021949,0.0001477734,0.00012461,0.001684494],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001435342,2.293431e-7,0.002332927,0.0002373388,0.0005520863,0.0002026769,0.002431094,0.9729494,0.01907208,0.0002931663,0.0016354,0.0002792867],"study_design_scores_gemma":[0.005289891,0.0008561972,0.3141463,0.001675254,0.0007304698,0.001851413,0.001637392,0.654687,0.01219999,0.00002245899,0.004399624,0.002503965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9826376,0.001029622,0.0149645,0.0002323441,0.0002115104,0.0001487033,0.00003716297,0.00007079365,0.0006676947],"genre_scores_gemma":[0.9994225,0.00006253937,0.0001838325,0.00007882623,0.00006713771,0.000003242214,0.000009046879,0.00005230536,0.0001205947],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3182623,"threshold_uncertainty_score":0.9254957,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2115769093","doi":"10.1177/0954411914522781","title":"Development and validation of a distal radius finite element model to simulate impact loading indicative of a forward fall","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part H Journal of Engineering in Medicine","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; University of Windsor; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"RADIUS; Fracture (geology); Projectile; Finite element method; Model validation; Structural engineering; Standard deviation; Metric (unit); Mechanics; Polygon mesh; Materials science; Mathematics; Geometry; Statistics; Engineering; Computer science; Physics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01450167529331521,"gpt":0.2479535530360934,"spread":0.2334518777427782,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009146505,0.0001655755,0.0005892335,0.0004927273,0.00001367563,0.000002654834,0.0001954083,0.00007112689,0.000003692411],"category_scores_gemma":[0.0008468637,0.0001225342,0.0001151606,0.0005263065,0.00004608617,0.0001784059,0.00001927824,0.0002011502,7.267271e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009483659,"about_ca_system_score_gemma":0.0000388589,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005192248,"about_ca_topic_score_gemma":9.673746e-7,"domain_scores_codex":[0.998158,0.000004623203,0.001165148,0.00008398302,0.0004353743,0.0001528534],"domain_scores_gemma":[0.9988708,0.00009432912,0.0006000873,0.00006564375,0.0002476524,0.0001214771],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006984235,0.00002797426,0.0003614376,0.0003745496,0.0001619042,1.796203e-7,0.001811054,0.9142367,0.0807641,0.001792982,0.000009553576,0.0003897421],"study_design_scores_gemma":[0.00139073,0.0003054837,0.001663588,0.001716689,0.0001504006,0.000004488536,0.0001908026,0.7184022,0.2758409,0.0001059141,0.0001001556,0.0001286624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7340784,0.00007242783,0.265582,0.0000484669,0.0000711421,0.000106717,0.000005199962,0.000008285622,0.00002736839],"genre_scores_gemma":[0.98867,0.00006726389,0.01120999,0.000005072023,0.00002814322,0.000002852071,0.000002090018,0.00001285943,0.000001714322],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2545916,"threshold_uncertainty_score":0.4996801,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4381684260","doi":"10.1016/j.tws.2023.110924","title":"A corrugated steel fender for bridge pier protection against truck collision","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Fender; Pier; Structural engineering; Truck; Impact; LS-DYNA; Engineering; Finite element method; Parametric statistics; Spall; Pendulum; Mechanical engineering; Automotive engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03032022350626919,"gpt":0.2537861097674725,"spread":0.2234658862612033,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001450121,0.0002216688,0.0002776638,0.0002428256,0.0001939025,0.00005713419,0.0001362635,0.0001633893,0.0000948064],"category_scores_gemma":[0.00004582107,0.0002001668,0.0001734059,0.000654169,0.00002482998,0.0001794217,0.00000822078,0.0001889866,0.0000418892],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005853631,"about_ca_system_score_gemma":0.00002628757,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003456941,"about_ca_topic_score_gemma":0.0001338482,"domain_scores_codex":[0.9988609,0.00002532935,0.0003320561,0.000218864,0.0002442628,0.0003185961],"domain_scores_gemma":[0.9994832,0.00005572539,0.00005806608,0.0002215266,0.00008533159,0.00009614119],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003588831,0.00001650207,0.0002022641,0.0002885879,0.0005411044,0.00001131399,0.005539586,0.9180962,0.04850626,0.0009205486,0.01365809,0.01186064],"study_design_scores_gemma":[0.004800128,0.0001752602,0.390018,0.00008341962,0.000314384,0.00000953178,0.001060848,0.5389894,0.02981431,0.008646629,0.02489848,0.001189666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.975074,0.0001042003,0.02099907,0.000203775,0.0006224191,0.0008040328,0.0001660721,0.00134079,0.0006856562],"genre_scores_gemma":[0.9981613,0.00009405324,0.0004589797,0.00008915935,0.0001272423,0.00008257516,0.000377777,0.0000570709,0.0005518368],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3898157,"threshold_uncertainty_score":0.8162566,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027690861","doi":"10.1016/s0001-4575(99)00077-9","title":"Road safety engineering: an effective tool in the fight against whiplash injuries","year":2000,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Whiplash; Crash; Transport engineering; Engineering; Poison control; Intersection (aeronautics); Occupational safety and health; Visibility; Computer security; Aeronautics; Computer science; Medicine; Medical emergency; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.004024397179211129,"gpt":0.2282308954179263,"spread":0.2242064982387152,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005608006,0.0002221047,0.0003512418,0.0004713381,0.00008845703,0.000102056,0.000264625,0.00009850087,0.001261271],"category_scores_gemma":[0.00001812406,0.0001886535,0.0004414401,0.002089578,0.00001200086,0.0008624032,0.000005271604,0.0002084796,0.00007457814],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008686163,"about_ca_system_score_gemma":0.000008156077,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006530615,"about_ca_topic_score_gemma":0.004210699,"domain_scores_codex":[0.9985088,0.0001399461,0.0005404809,0.0002355976,0.0003180497,0.0002571904],"domain_scores_gemma":[0.9994003,0.00006980091,0.00005618191,0.0003954039,0.00003398021,0.00004437928],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00004589219,0.00009517349,0.08368261,0.00000608032,0.001393921,0.000004282395,0.001800083,0.8070403,0.0002931674,0.000116918,0.00009347523,0.1054281],"study_design_scores_gemma":[0.0003137894,0.0000340135,0.9350376,0.00002205733,0.001176299,3.824015e-7,0.0001538699,0.0605545,0.0003255848,0.0001115103,0.002019367,0.0002510402],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9904432,0.0001983929,0.007862301,0.00007151764,0.00004265269,0.0003439917,0.000002260817,0.0001575426,0.0008781041],"genre_scores_gemma":[0.9984818,0.0003849994,0.0001393915,0.00007104952,0.00005822494,0.0001143769,0.0005164531,0.00001942834,0.0002142582],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.851355,"threshold_uncertainty_score":0.9996517,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4382203389","doi":"10.1109/tits.2023.3286384","title":"A Virtual Method for Optimizing Deployment of Roadside Monitoring Lidars at As-Built Intersections","year":2023,"lang":"en","type":"article","venue":"IEEE Transactions on Intelligent Transportation Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada","keywords":"Software deployment; Computer science; Lidar; Transport engineering; Engineering; Remote sensing; Geology; Operating system","retraction":null,"screen_n_in":null,"score":{"opus":0.03603429093509477,"gpt":0.3056624985471887,"spread":0.269628207612094,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003407848,0.000326644,0.0004790002,0.0008049615,0.0002267576,0.0000351635,0.0001708182,0.0001721383,0.00009623581],"category_scores_gemma":[0.000004114262,0.0003581723,0.0005277556,0.001055487,0.00003371918,0.00026219,2.473899e-7,0.0002051529,0.00009936869],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002262304,"about_ca_system_score_gemma":0.00003512104,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000360175,"about_ca_topic_score_gemma":0.0004790029,"domain_scores_codex":[0.9976708,0.00005070788,0.001123338,0.0003429424,0.0004359775,0.0003762823],"domain_scores_gemma":[0.9988714,0.0003279051,0.0001443984,0.0002946934,0.0001854675,0.0001761021],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001428724,0.00005743312,0.000159074,0.0001618148,0.000552813,0.00000359126,0.004888349,0.9696425,0.01978493,0.0001064757,0.00007270328,0.004427446],"study_design_scores_gemma":[0.001048442,0.0004363175,0.001305121,0.000502572,0.0006972872,0.000009411689,0.0136316,0.256974,0.7224851,0.00003407963,0.002189817,0.0006862693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1796993,0.00007111461,0.8164555,0.0000287508,0.002131749,0.0005955806,0.0002890893,0.0006575072,0.00007143356],"genre_scores_gemma":[0.9958863,0.0004737054,0.002001064,0.000009066775,0.00006753229,0.0005607829,0.000110284,0.00009856877,0.0007926827],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.816187,"threshold_uncertainty_score":0.999887,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2774989799","doi":"10.1139/cjce-2017-0002","title":"Ultimate capacity of barrier–deck anchorage in MTQ TL-5 barrier reinforced with headed-end, high-modulus, sand-coated GFRP bars","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Deck; Structural engineering; Slab; Materials science; Precast concrete; Embedment; Christian ministry; Geotechnical engineering; Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.0082322150058546,"gpt":0.1890271862025809,"spread":0.1807949711967263,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003514,0.0002782908,0.0005932981,0.0006989041,0.0001190458,0.00009100456,0.0004049665,0.0001473624,0.0003730944],"category_scores_gemma":[0.000148495,0.0002739114,0.0001535396,0.0002845002,0.0000860183,0.000807775,0.00000463663,0.0005153684,0.000003039756],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002178217,"about_ca_system_score_gemma":0.0002951791,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00469564,"about_ca_topic_score_gemma":0.09064205,"domain_scores_codex":[0.9983662,0.0000145577,0.000705625,0.0001301476,0.0002660998,0.0005173147],"domain_scores_gemma":[0.9983515,0.00003354086,0.000230776,0.0004011928,0.0001638363,0.0008192196],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00002913392,0.000002723551,0.007413702,0.0001306346,0.000222796,0.000178941,0.001082223,0.9747931,0.01578077,0.0001301373,0.0001026719,0.0001331443],"study_design_scores_gemma":[0.004752578,0.0002471775,0.7298434,0.00175868,0.0003393808,0.000184033,0.0003560624,0.1967577,0.06148629,0.00005925574,0.002837359,0.00137804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9784674,0.0003306117,0.01957293,0.00009020633,0.0004726911,0.0001117228,0.0001440708,0.00003806608,0.0007723055],"genre_scores_gemma":[0.9990332,0.00006653253,0.0006900511,0.00001693255,0.0000870388,0.000002558178,0.0000107883,0.00005651205,0.00003636064],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7780354,"threshold_uncertainty_score":0.9999713,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006986487","doi":"10.1061/(asce)be.1943-5592.0000584","title":"Repair of GFRP-Reinforced Concrete Bridge Barriers","year":2014,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Manitoba","funders":"","keywords":"Fibre-reinforced plastic; Bridge (graph theory); Structural engineering; Materials science; Forensic engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.006078375275249281,"gpt":0.1976692948921885,"spread":0.1915909196169392,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004083878,0.0001588667,0.0004240986,0.0002731587,0.00002056126,0.00001104242,0.0001422194,0.00007215791,0.00006051665],"category_scores_gemma":[0.0001696846,0.0001613687,0.0003832131,0.0002752152,0.00001857259,0.0003181894,0.000005429175,0.0002456441,0.000004796544],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004209889,"about_ca_system_score_gemma":0.00002677301,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009695674,"about_ca_topic_score_gemma":8.803424e-7,"domain_scores_codex":[0.9987051,0.00001228565,0.0007368579,0.00006504235,0.0002697135,0.0002110209],"domain_scores_gemma":[0.9992228,0.00009122895,0.0001650537,0.0001691828,0.0001225094,0.0002292025],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001624114,5.631164e-7,0.0007879549,0.0001197655,0.0002778617,0.000008710898,0.0003199315,0.9740759,0.02346611,0.0001963219,0.0004759458,0.0002546716],"study_design_scores_gemma":[0.0009254828,0.0001334971,0.1063381,0.0001886086,0.000205405,0.00006578692,0.00003868874,0.8579672,0.02494488,0.000003576572,0.008876275,0.00031248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6661578,0.0002187848,0.3328038,0.00002110416,0.0003741182,0.00003279929,0.000009395981,0.0001173063,0.0002647835],"genre_scores_gemma":[0.9982099,0.0001134917,0.001380929,0.00002338467,0.0002065369,6.870316e-7,0.000003648961,0.00003501648,0.00002643192],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.332052,"threshold_uncertainty_score":0.6580426,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2001401232","doi":"10.1016/j.aap.2012.03.008","title":"Evaluating safety risk of locating above ground utility structures in the highway right-of-way","year":2012,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Heuristics; Collision; Engineering; Offset (computer science); Poison control; Transport engineering; Process (computing); Risk analysis (engineering); Computer science; Computer security","retraction":null,"screen_n_in":null,"score":{"opus":0.02679094351504437,"gpt":0.3201066912957447,"spread":0.2933157477807004,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002611835,0.0001605187,0.0004252884,0.000378409,0.00008064982,0.00001837871,0.0002253995,0.00008161138,0.0006130855],"category_scores_gemma":[0.0001031707,0.0001235651,0.0005181114,0.001837559,0.00003076107,0.0005203236,0.00001193477,0.0001853848,0.000003558305],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005146037,"about_ca_system_score_gemma":0.00001245223,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007165226,"about_ca_topic_score_gemma":0.004743542,"domain_scores_codex":[0.9977803,0.0003779502,0.0009710305,0.0001489313,0.0004867939,0.000235043],"domain_scores_gemma":[0.9987897,0.0002450959,0.0004280235,0.0003974312,0.00009710088,0.00004270829],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00002332889,0.00006614649,0.8758942,0.00001887636,0.001568502,1.785953e-7,0.002940797,0.1036705,0.0008548997,0.000426968,0.000005719746,0.01452979],"study_design_scores_gemma":[0.000236746,0.00001634682,0.9652939,0.00002198752,0.003357121,2.943372e-7,0.0007938945,0.02693342,0.00210483,0.001114615,0.00001393128,0.0001129409],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.941517,0.000858706,0.05704401,0.00001174926,0.00006547895,0.0001554903,0.000003251605,0.00002788556,0.0003164469],"genre_scores_gemma":[0.9983735,0.0001662602,0.001243318,0.000004383324,0.00004575593,0.000009117631,0.0001320267,0.00001029436,0.00001531942],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08939961,"threshold_uncertainty_score":0.6712856,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2156407786","doi":"10.1139/cjce-2013-0328","title":"Structural behavior of cast-in-place and precast concrete barriers subjected to transverse static loading and anchored to bridge deck overhangs","year":2015,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Precast concrete; Structural engineering; Deck; Bridge (graph theory); Transverse plane; Bridge deck; Engineering; Materials science; Geotechnical engineering; Forensic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01206535278330439,"gpt":0.20836867652328,"spread":0.1963033237399756,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001565307,0.0001448956,0.0003031693,0.0005859667,0.00001918888,0.0000302862,0.00007619966,0.00004837683,0.00003854782],"category_scores_gemma":[0.00008920429,0.0001634037,0.00004007997,0.0003821906,0.00001742303,0.0002517439,0.000002151664,0.000147212,3.745644e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001542388,"about_ca_system_score_gemma":0.0001760463,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001354856,"about_ca_topic_score_gemma":0.08630191,"domain_scores_codex":[0.9991468,0.000009967384,0.0003547944,0.00008482642,0.000128146,0.0002754997],"domain_scores_gemma":[0.9983143,0.00003074458,0.00003948245,0.00007029403,0.0000859628,0.00145918],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00009693306,0.000001190719,0.08141951,0.0002340023,0.000209842,0.0003940439,0.03376171,0.8338334,0.04883637,0.00004156128,0.0004084343,0.0007630037],"study_design_scores_gemma":[0.002757736,0.0003624531,0.9508751,0.000596524,0.0003254954,0.0003398489,0.002643869,0.03505637,0.00521022,0.000008095378,0.001071824,0.0007524348],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967374,0.0003875518,0.002445375,0.00005258803,0.000151418,0.0001125622,0.00008022541,0.00001087724,0.00002199493],"genre_scores_gemma":[0.9994048,0.00001342864,0.0005053853,0.00001804586,0.00002397338,0.000002115669,0.000002808645,0.00002519916,0.000004166825],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8694556,"threshold_uncertainty_score":0.9303707,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2169922855","doi":"10.1061/(asce)0733-947x(2009)135:4(225)","title":"Evaluation of Current Repair Criteria for Longitudinal Barrier with Crash Damage","year":2009,"lang":"en","type":"article","venue":"Journal of Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Ohio Department of Transportation","keywords":"Crash; Liability; Loss and damage; Forensic engineering; Business; Transport engineering; Risk analysis (engineering); Engineering; Computer science; Finance","retraction":null,"screen_n_in":null,"score":{"opus":0.03135012448420514,"gpt":0.3013560316518444,"spread":0.2700059071676392,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007699421,0.000145151,0.0002876048,0.0002787023,0.00002163233,0.00001099805,0.00007888403,0.00004502018,0.00005933455],"category_scores_gemma":[0.00002859589,0.0001320257,0.0002341708,0.0002669483,0.000009118997,0.0004724325,1.838726e-7,0.0001287957,2.711125e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005669817,"about_ca_system_score_gemma":0.00006137799,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":7.401565e-7,"about_ca_topic_score_gemma":0.00001187573,"domain_scores_codex":[0.9985303,0.00001213692,0.0006618316,0.00008133623,0.0005730849,0.0001413507],"domain_scores_gemma":[0.9988525,0.0000345829,0.0001715929,0.0001017303,0.0007491017,0.00009051182],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005881546,0.00003769361,0.002174254,0.0001542806,0.0002282568,0.00000295701,0.0006599793,0.9821485,0.01046892,0.000148286,0.00007488458,0.003843175],"study_design_scores_gemma":[0.001991947,0.0003284462,0.7313221,0.000329163,0.001752662,0.000006864311,0.0001198511,0.254466,0.008597242,0.0001079217,0.0007158778,0.0002619976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6176999,0.0005544309,0.3812668,0.00002177093,0.0002019523,0.0001293625,0.00004690139,0.00005470453,0.00002416461],"genre_scores_gemma":[0.9921517,0.00006386507,0.00761689,0.000003790663,0.0000962569,0.00000488359,0.00004098284,0.00001966303,0.000001956308],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7291478,"threshold_uncertainty_score":0.5383853,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1964468859","doi":"10.4271/2013-01-0764","title":"Idealized Vehicle Crash Test Pulses for Advanced Batteries","year":2013,"lang":"en","type":"article","venue":"SAE International Journal of Transportation Safety","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Test (biology); Crash; Motor vehicle crash; Automotive engineering; Crash test; Crashworthiness; Aeronautics; Computer science; Engineering; Forensic engineering; Medicine; Poison control; Human factors and ergonomics; Medical emergency","retraction":null,"screen_n_in":null,"score":{"opus":0.006890565854543937,"gpt":0.2438811268313152,"spread":0.2369905609767712,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001548115,0.0001677922,0.0002856122,0.0002276118,0.00005398778,0.00005963809,0.0002873963,0.00006734084,0.0008935609],"category_scores_gemma":[0.00004770428,0.0001582687,0.0003053886,0.0001605965,0.00003791753,0.001087784,0.000001218679,0.000133918,0.00002426266],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007150233,"about_ca_system_score_gemma":0.00004290789,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001731242,"about_ca_topic_score_gemma":0.0001375522,"domain_scores_codex":[0.998285,0.0000114364,0.000990308,0.0001048233,0.000430677,0.0001777597],"domain_scores_gemma":[0.9983609,0.0002430819,0.0002638925,0.00009014664,0.0009257862,0.0001162065],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.001475519,0.0003956176,0.1111412,0.0003159282,0.00340306,0.00006590455,0.005561251,0.420336,0.2719865,0.002749002,0.009680121,0.1728899],"study_design_scores_gemma":[0.003651367,0.0001355791,0.9499618,0.0001178601,0.0001634506,0.00001203307,0.0006204207,0.001561011,0.008851976,0.001844519,0.03277241,0.0003075269],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7402505,0.0003438274,0.251297,0.003857692,0.001883171,0.0004315836,0.001038401,0.0001624499,0.0007353633],"genre_scores_gemma":[0.992699,0.0004494282,0.006005033,0.0002263624,0.0001875657,0.00002144886,0.0002882631,0.00003138521,0.00009150317],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8388206,"threshold_uncertainty_score":0.9783865,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2899075123","doi":"10.1115/1.4041902","title":"A Force-Sensing Insole to Quantify Impact Loading to the Foot","year":2018,"lang":"en","type":"article","venue":"Journal of Biomechanical Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cadaveric spasm; Ankle; Crash; Physical medicine and rehabilitation; Foot (prosody); Load cell; Crash test; Computer science; Work (physics); Impact; Simulation; Medicine; Engineering; Structural engineering; Surgery; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01360509878668667,"gpt":0.2631352404052252,"spread":0.2495301416185385,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004275552,0.0001748332,0.0002984435,0.000437838,0.00006237561,0.00006560478,0.0002426429,0.00007230973,0.00004729691],"category_scores_gemma":[0.0001350084,0.0001239425,0.0002576917,0.0008643886,0.000008014182,0.0001764107,0.00001888222,0.0002364801,0.00006342129],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001200372,"about_ca_system_score_gemma":0.0000205924,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001147346,"about_ca_topic_score_gemma":0.00002054675,"domain_scores_codex":[0.998754,0.00001042331,0.0005173162,0.00009532479,0.0002845276,0.0003384509],"domain_scores_gemma":[0.999189,0.00007804108,0.00006030892,0.0001850978,0.0001363343,0.0003512076],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007170239,0.0000109175,0.00002192379,0.0000212681,0.0002769795,0.00001603852,0.0008959881,0.3686436,0.6197365,0.0001344625,0.0004939156,0.009676699],"study_design_scores_gemma":[0.0008105583,0.001691737,0.005067072,0.0005149997,0.0002470064,0.0002490194,0.0003214371,0.7055104,0.2578142,0.0001232106,0.02686661,0.0007837361],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3583083,0.00007213961,0.6405379,0.0003945494,0.0005232437,0.0000636437,0.000005394229,0.00006098954,0.00003381129],"genre_scores_gemma":[0.9908279,0.00001300332,0.008371789,0.000129439,0.0006070478,6.932207e-7,8.099482e-7,0.0000387064,0.00001058064],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6325195,"threshold_uncertainty_score":0.505423,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2052284416","doi":"10.1061/(asce)be.1943-5592.0000470","title":"Steel Post-and-Beam Barrier with GFRP-Reinforced Concrete Curb and Bridge Deck Connection","year":2013,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Deck; Formwork; Precast concrete; Brittleness; Stirrup; Materials science; Beam (structure); Engineering; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.005104781722033068,"gpt":0.1817100014999774,"spread":0.1766052197779444,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001324107,0.0001804369,0.000304518,0.0002192578,0.00004011198,0.00007872851,0.00006282666,0.00006678592,0.00005644427],"category_scores_gemma":[0.00003696666,0.0001585527,0.00007613517,0.0001645269,0.00002162631,0.0008017022,0.000005662443,0.0002558648,0.000005493044],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003452552,"about_ca_system_score_gemma":0.0000182421,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004277766,"about_ca_topic_score_gemma":0.000004095393,"domain_scores_codex":[0.999123,0.000006096651,0.0003962953,0.00008365628,0.0001840593,0.0002068385],"domain_scores_gemma":[0.9993469,0.000070444,0.0000931192,0.00008949823,0.0001655137,0.0002345312],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00007343846,0.000002385116,0.005965873,0.0002415298,0.0007749296,0.00004118243,0.001359909,0.813798,0.1757725,0.0001041064,0.0003777488,0.001488482],"study_design_scores_gemma":[0.001362649,0.0002347178,0.7870483,0.0001693421,0.0001945979,0.0004893676,0.0001597762,0.1996426,0.009376159,0.000002448383,0.0009412688,0.0003787473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9447526,0.0004853462,0.05433692,0.00007992765,0.0001404506,0.00008469504,0.00000908023,0.00006830168,0.00004267082],"genre_scores_gemma":[0.9989278,0.0002781168,0.0005496019,0.00004818338,0.0001258309,0.000003136252,0.000005095613,0.00003598716,0.00002629074],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7810825,"threshold_uncertainty_score":0.6465592,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W653813231","doi":"","title":"Vehicle Crash Testing on a GFRP-Reinforced PL-3 Concrete Bridge Barrier","year":2011,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Crash; Crash test; Slab; Materials science; Crashworthiness; Bridge (graph theory); Composite material; Forensic engineering; Engineering; Finite element method; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.04225201892787691,"gpt":0.2166335931438371,"spread":0.1743815742159602,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006931063,0.0001266613,0.0001423935,0.00007478595,0.00005174923,0.00001613505,0.00009097193,0.00005651748,0.001343861],"category_scores_gemma":[0.00003453514,0.0001176021,0.00007719372,0.0002372713,0.00001932293,0.0001774684,0.000003725753,0.0001077684,0.0003551135],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001753356,"about_ca_system_score_gemma":0.000009461231,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001306654,"about_ca_topic_score_gemma":0.00001954863,"domain_scores_codex":[0.9993304,0.000006886464,0.0002187967,0.0001039276,0.0001229702,0.0002170367],"domain_scores_gemma":[0.9995834,0.00005653803,0.00002146359,0.0001733248,0.0000388711,0.0001263596],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0004038672,0.00003823001,0.1597209,0.0004810341,0.002010867,0.0002309425,0.02476055,0.1870684,0.5169168,0.0320005,0.01150985,0.06485806],"study_design_scores_gemma":[0.001242031,0.0001825134,0.7095042,0.00005625748,0.0001176819,0.000004826073,0.0002408133,0.2056119,0.08033471,0.0001335967,0.001808624,0.0007628447],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7856318,0.00001291828,0.01447567,0.00001946739,0.00009479061,0.00008597756,0.00001547076,0.0006933475,0.1989705],"genre_scores_gemma":[0.9977188,0.000006937636,0.001277568,0.0002321459,0.0000359644,0.000005387431,0.00001059976,0.00002386913,0.0006887711],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5497833,"threshold_uncertainty_score":0.9995691,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1991556154","doi":"10.1007/bf02831776","title":"Development of potential measures to evaluate the safety of curves in rural highways","year":2003,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Trajectory; Path (computing); RADIUS; Field (mathematics); Transport engineering; Engineering; Computer science; Mathematics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01090706689451858,"gpt":0.2170939000965948,"spread":0.2061868332020763,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009130309,0.0001192185,0.0003221505,0.0002456922,0.00001693355,0.000005207227,0.0001551892,0.00003429033,0.00004780108],"category_scores_gemma":[0.00009773002,0.00009233408,0.0001276467,0.0004090398,0.000009364596,0.0001312524,0.000004426481,0.0001641581,0.000001082173],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000551038,"about_ca_system_score_gemma":0.00006361809,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000312307,"about_ca_topic_score_gemma":0.0001148281,"domain_scores_codex":[0.9985397,0.00002445171,0.0008247511,0.00004108438,0.0004089854,0.0001609664],"domain_scores_gemma":[0.9995549,0.00004565833,0.00009337755,0.00009995134,0.000136152,0.00006997549],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00002196229,0.00001518224,0.0003758632,0.000137932,0.0001591178,0.0000025264,0.001165646,0.9342959,0.06280159,0.00009030747,0.00006880466,0.000865192],"study_design_scores_gemma":[0.004028877,0.0002028157,0.5470334,0.005839219,0.0006909067,0.0001157898,0.002019095,0.05629436,0.3715317,0.00009313908,0.01107457,0.001076128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7128204,0.003433914,0.2826766,0.00011461,0.0003818742,0.0001218662,0.000005931172,0.00003260579,0.0004122089],"genre_scores_gemma":[0.9962842,0.0003763839,0.003289363,0.000008606802,0.00002011657,0.000001365392,8.568976e-7,0.00001565412,0.000003424381],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8780015,"threshold_uncertainty_score":0.3765275,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1553573703","doi":"","title":"Crashworthiness improvement of vehicle-to-rigid fixed barrier in full frontal impact using novel vehicle's front-end structures","year":2005,"lang":"en","type":"article","venue":"Sunderland Repository (University of Sunderland)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Crashworthiness; Crash; Work (physics); Automotive engineering; Engineering; Function (biology); Motor vehicle crash; Computer science; Poison control; Human factors and ergonomics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009160759220883807,"gpt":0.2090637946269618,"spread":0.199903035406078,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001225337,0.0002777099,0.0005442682,0.0003575613,0.0001591202,0.0000236644,0.0002715425,0.0001980743,0.0002861491],"category_scores_gemma":[0.000004370901,0.0002872905,0.000277236,0.0003261292,0.0001067831,0.0004841824,0.00003272314,0.0002311918,0.000003323642],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002921891,"about_ca_system_score_gemma":0.00011084,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003204477,"about_ca_topic_score_gemma":0.007139042,"domain_scores_codex":[0.9985332,0.00002555674,0.0004294257,0.0002869898,0.000363751,0.0003610138],"domain_scores_gemma":[0.9991626,0.0000466475,0.0001589654,0.0003071259,0.00009777312,0.0002268661],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005526789,0.0001521354,0.1299305,0.000179132,0.0005897275,0.0000303105,0.005109001,0.3747771,0.4866686,0.0000467511,0.00007522561,0.001888819],"study_design_scores_gemma":[0.004795952,0.0003201808,0.8932626,0.000154601,0.0003466051,0.00002478487,0.00586673,0.08121088,0.01280024,0.00015171,0.0002656827,0.0007999909],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9823574,0.0001941346,0.0162395,0.00004858229,0.000173864,0.0002039576,0.0001004184,0.00007183473,0.0006103336],"genre_scores_gemma":[0.9978751,0.00002865463,0.001775321,0.00001340735,0.00007030128,3.337243e-7,0.00003898943,0.00002759427,0.0001703217],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7633321,"threshold_uncertainty_score":0.9999579,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1507365251","doi":"10.4271/2000-01-sc01","title":"The Effect of Mass, Stiffness and Geometry on Injury Outcome in Side Impacts - a Parametric Study","year":2000,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Transport Canada","funders":"","keywords":"Stiffness; Side impact; Impact; Parametric statistics; Poison control; Structural engineering; Geology; Medicine; Engineering; Mathematics; Statistics","retraction":null,"screen_n_in":null,"score":{"opus":0.007515900118548484,"gpt":0.2567967409698688,"spread":0.2492808408513203,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001029535,0.0006401167,0.001116929,0.0005360665,0.0002044608,0.00007930913,0.0005994387,0.0004499096,0.0002305782],"category_scores_gemma":[0.0006799948,0.0004409681,0.0003401253,0.002497154,0.0004566355,0.0003291095,0.00004449797,0.00115036,0.00004070944],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001793278,"about_ca_system_score_gemma":0.00002313524,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000809181,"about_ca_topic_score_gemma":0.02120649,"domain_scores_codex":[0.9964176,0.0002083538,0.001279158,0.0005894526,0.0007874257,0.0007179625],"domain_scores_gemma":[0.9968634,0.001698923,0.0001249443,0.0009997607,0.00003298846,0.0002799318],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.003327313,0.0006390833,0.06843138,0.0002350379,0.0003566976,0.00009397029,0.0001043312,0.003389823,0.8426039,0.0005796026,0.0002309021,0.08000799],"study_design_scores_gemma":[0.001198108,0.002336416,0.9942141,0.0001069587,0.0001525538,0.000007235503,0.00009787795,6.184019e-7,0.0001629651,0.0001576359,0.001133489,0.0004320083],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938135,0.0003783785,2.38927e-7,0.0003668258,0.00007365826,0.0009394742,0.00005303443,0.000769164,0.00360577],"genre_scores_gemma":[0.9986315,0.0007704701,0.00007678396,0.0001474985,0.00003088596,0.0001633284,0.00001503072,0.0000857343,0.00007879727],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9257827,"threshold_uncertainty_score":0.9998042,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004831265","doi":"10.4271/2015-01-0637","title":"Simulation of Vehicle Pothole Test and Techniques Used","year":2015,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Pothole (geology); Computer science; Test (biology); Simulation; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.01740819378228338,"gpt":0.2566420105749966,"spread":0.2392338167927133,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004511191,0.0004564122,0.0007112215,0.0002453459,0.0001094746,0.00004839398,0.0003604222,0.0005268985,0.000122364],"category_scores_gemma":[0.0005898312,0.0004186773,0.0002370226,0.000775486,0.0004909153,0.0005864944,0.00006334436,0.0005515323,0.00002685913],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001272829,"about_ca_system_score_gemma":0.00004434089,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002829333,"about_ca_topic_score_gemma":0.01237363,"domain_scores_codex":[0.9975269,0.00005246543,0.0008806039,0.0004638645,0.0006217503,0.0004543927],"domain_scores_gemma":[0.9981259,0.0005642172,0.0001333876,0.0006867817,0.0001384792,0.0003513091],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.000094963,0.0001460107,0.001511317,0.00005871156,0.00004252822,0.000008926333,0.00009035801,0.004993558,0.988131,0.001031349,0.0004109241,0.003480338],"study_design_scores_gemma":[0.0005960314,0.0007389146,0.98017,0.0001260771,0.0001208515,0.000009164156,0.0001390211,0.00001196655,0.002353557,0.001224045,0.01401434,0.0004960044],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9703703,0.0005812933,0.00005002905,0.001363414,0.0001049946,0.000763487,0.0001587707,0.004579728,0.02202798],"genre_scores_gemma":[0.9963148,0.0001877312,0.002873997,0.0002568176,0.00006265643,0.00006439919,0.00005304721,0.00008963663,0.00009697042],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9857774,"threshold_uncertainty_score":0.9998265,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2801695433","doi":"10.1139/tcsme-2012-0027","title":"IMPROVING CRASHWORTHINESS IN RAILCAR AGAINST ROLLOVER","year":2012,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Crashworthiness; Rollover (web design); LS-DYNA; Structural engineering; Roof; Automotive engineering; Crash; Displacement (psychology); Engineering; Computer science; Finite element method","retraction":null,"screen_n_in":null,"score":{"opus":0.007302315499639824,"gpt":0.189030595939246,"spread":0.1817282804396062,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002068004,0.0001345014,0.0001868143,0.00007929387,0.00008553445,0.00001024047,0.0001632526,0.0001435597,0.0000284671],"category_scores_gemma":[0.00001223081,0.0001273614,0.0005380455,0.0004671321,0.0000140233,0.000233141,0.000001453991,0.0002370721,0.000001180076],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002779219,"about_ca_system_score_gemma":0.00006132327,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003395096,"about_ca_topic_score_gemma":0.02934705,"domain_scores_codex":[0.9991302,0.000004123309,0.0002663155,0.00008132794,0.0001143416,0.0004036539],"domain_scores_gemma":[0.9995112,0.00004825229,0.00002250061,0.0001809136,0.00002567558,0.0002114652],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000002906309,0.00001467311,0.0001840196,0.0001852543,0.0001718219,1.143657e-7,0.0006784266,0.9825386,0.01276173,0.0006543291,0.00003483664,0.002773239],"study_design_scores_gemma":[0.0009257433,0.00001349172,0.004919179,0.00009782927,0.0002357558,0.000002201144,0.0003276661,0.966733,0.02194241,0.00004854034,0.004273618,0.0004805324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1540488,0.0003989322,0.8432974,0.0002370537,0.001075727,0.0004425691,0.000223381,0.0001645212,0.0001116389],"genre_scores_gemma":[0.9959878,0.00002201056,0.003771736,0.00006563989,0.00004554748,0.00003027223,0.00000956335,0.00003631299,0.00003116248],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.841939,"threshold_uncertainty_score":0.9883648,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2907755893","doi":"10.1080/13588265.2018.1480582","title":"Structural qualification of a developed GFRP-reinforced TL-5 concrete bridge barrier using vehicle crash testing","year":2018,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Crash test; Crash; Crashworthiness; Slab; Reinforcement; Bridge (graph theory); Materials science; Delamination (geology); Composite material; Engineering; Forensic engineering; Finite element method; Computer science; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.04635719481746788,"gpt":0.3092750982199778,"spread":0.26291790340251,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003157792,0.0001474747,0.0002770507,0.0002910028,0.00005558894,0.00005127777,0.0003589892,0.00006975784,0.0001947289],"category_scores_gemma":[0.0002678372,0.0001366944,0.0001327564,0.0003580426,0.00009066286,0.0006728526,0.00001402241,0.0001613409,0.000005492258],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008165754,"about_ca_system_score_gemma":0.000129875,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005118224,"about_ca_topic_score_gemma":0.00002214928,"domain_scores_codex":[0.9982049,0.00002807874,0.0009661356,0.00008745324,0.0005658618,0.0001475964],"domain_scores_gemma":[0.9971694,0.000118482,0.0005031082,0.0001105297,0.002003944,0.00009454752],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0003264587,0.000008674318,0.1837792,0.00008992584,0.001562223,0.00004847923,0.004791923,0.1824499,0.6174296,0.000847574,0.0001615279,0.008504605],"study_design_scores_gemma":[0.001349886,0.00006826538,0.6960872,0.0002469459,0.0001517813,0.0001370101,0.0001880497,0.2551945,0.04568715,0.0002344445,0.0003256181,0.0003291449],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9591433,0.00004477756,0.0395556,0.00006477274,0.0008414828,0.00004475251,0.00003169604,0.00003311004,0.0002405247],"genre_scores_gemma":[0.9950879,0.00001221485,0.004283555,0.00005765789,0.0004924845,6.145556e-7,0.00001507224,0.00002247326,0.00002805111],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5717424,"threshold_uncertainty_score":0.5574237,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2934309910","doi":"10.1139/cjce-2018-0521","title":"Field performance evaluation of high friction surface treatments (HFST) in Oklahoma","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Federal Highway Administration; South Dakota Department of Transportation; Oklahoma Department of Transportation; U.S. Department of Transportation","keywords":"Cracking; Mining engineering; Environmental science; Polishing; Range (aeronautics); Forensic engineering; Geotechnical engineering; Engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.007646271631529982,"gpt":0.1920415274621059,"spread":0.1843952558305759,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002564194,0.000084767,0.0001823603,0.0003308012,0.00001051202,0.000008299863,0.00006989536,0.00005423355,0.0003968804],"category_scores_gemma":[0.00002047445,0.00009031539,0.00005883335,0.0003025453,0.000003132507,0.0002760093,6.93439e-7,0.00012382,0.000005332334],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002266384,"about_ca_system_score_gemma":0.000139727,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009015579,"about_ca_topic_score_gemma":0.02844042,"domain_scores_codex":[0.9993012,0.000008923366,0.0003110697,0.00004482653,0.0001864204,0.0001475833],"domain_scores_gemma":[0.9996089,0.00002717953,0.00005723665,0.00008323428,0.0001016431,0.0001218401],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000004195456,0.00000276956,0.04729788,0.00002978797,0.00006030866,0.000002476683,0.0002849447,0.9498394,0.001055192,0.00001411731,0.00002754525,0.001381372],"study_design_scores_gemma":[0.0008598531,0.0001033923,0.6383342,0.0001987231,0.0001051187,0.000009779273,0.00007009762,0.3548037,0.005150372,0.00001451064,0.0002183104,0.0001319768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996931,0.0004772489,0.001510097,0.0000214214,0.0003721417,0.00006034407,0.000004477507,0.000007686855,0.0006155496],"genre_scores_gemma":[0.9997713,0.00006876457,0.00009613233,0.000004008881,0.0000252124,7.196752e-7,0.000003946265,0.00001273152,0.00001717915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5950357,"threshold_uncertainty_score":0.989288,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W612380828","doi":"","title":"CENTERLINE RUMBLE STRIPS","year":2005,"lang":"en","type":"article","venue":"Synthesis of highway practice","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Rumble; Visibility; Transport engineering; Crash; Engineering; Computer science; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.007464311215674053,"gpt":0.2296396035389688,"spread":0.2221752923232948,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002973404,0.0001128665,0.0001991892,0.0001011771,0.00004286452,0.00001477874,0.0001287951,0.00005752123,0.0005029523],"category_scores_gemma":[0.0003467628,0.0001116849,0.000100093,0.0002056888,0.00002083891,0.0007849707,0.000004407519,0.0001330902,0.0001788241],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000287443,"about_ca_system_score_gemma":0.00001386574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002684787,"about_ca_topic_score_gemma":0.00003277282,"domain_scores_codex":[0.9991551,0.00004669682,0.00032645,0.0001020755,0.0002017422,0.0001679493],"domain_scores_gemma":[0.9988673,0.0006707644,0.00008904949,0.0002306926,0.00007391596,0.00006831496],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0009191649,0.001824223,0.002736761,0.0007352361,0.004368367,0.00004790383,0.00378228,0.3517385,0.1480531,0.01040087,0.03253892,0.4428547],"study_design_scores_gemma":[0.0003474873,0.00002872176,0.005477989,0.00005234917,0.0005151999,0.000009803771,0.0005720279,0.006704676,0.2872815,0.00002031357,0.6986765,0.0003133776],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5470106,0.00710471,0.05730567,0.02289421,0.001263687,0.0007453442,0.0005519966,0.002957556,0.3601663],"genre_scores_gemma":[0.990844,0.000578203,0.00823466,0.00007272855,0.00009017753,0.000006255254,0.00000774475,0.0000224181,0.0001437847],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6661376,"threshold_uncertainty_score":0.5506974,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1615743492","doi":"10.1016/j.aap.2006.10.016","title":"RETRACTED: A recommended specification for heavy vehicle rear underrun guards","year":2006,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":true,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Transport Canada","keywords":"Guard (computer science); Truck; Crash; Trailer; Crash test; Intrusion; Engineering; Automotive engineering; Poison control; Transport engineering; Aeronautics; Computer science; Simulation","retraction":{"nature":"Retraction","openalex_flagged":true},"screen_n_in":null,"score":{"opus":0.01497605088772292,"gpt":0.2595535969433903,"spread":0.2445775460556674,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004176823,0.0001760724,0.0003234797,0.0004988926,0.0001231564,0.00008527983,0.0001410376,0.0001457935,0.0005793213],"category_scores_gemma":[0.00001515093,0.0001945798,0.0006486445,0.001474061,0.000009838885,0.0004897567,0.000005070227,0.0001288439,0.00004275617],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001466384,"about_ca_system_score_gemma":0.00001346677,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002002444,"about_ca_topic_score_gemma":0.006613297,"domain_scores_codex":[0.9985247,0.00004835334,0.0006469443,0.0002599426,0.000273194,0.0002468593],"domain_scores_gemma":[0.999262,0.00005585236,0.0001571817,0.0003447484,0.0001219381,0.00005824737],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0003522612,0.0007828671,0.4537854,0.00005831091,0.01012794,0.000005567984,0.0006632664,0.4212482,0.02640152,0.005169499,0.02745332,0.05395189],"study_design_scores_gemma":[0.0007359958,0.0000477274,0.9099037,0.00002033407,0.003983996,6.928777e-7,0.0001776601,0.06628194,0.006564635,0.00571317,0.006187099,0.0003830627],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.523693,0.0003282202,0.4726045,0.0006735756,0.0001451909,0.0003723601,0.000005273453,0.0003924373,0.001785512],"genre_scores_gemma":[0.9947852,0.0001458643,0.002022035,0.00002178422,0.0001752669,0.00005458107,0.001692644,0.00002855462,0.001074004],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4710923,"threshold_uncertainty_score":0.7934733,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2518662366","doi":"10.1080/13588265.2016.1223525","title":"Effect of crushable blockouts on a full-scale guardrail system","year":2016,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Structural engineering; Engineering; Truck; Crash; Crash test; Finite element method; Full scale; Automotive engineering; Forensic engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.00260719829330255,"gpt":0.2245029331954502,"spread":0.2218957349021477,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003983499,0.0001385372,0.0003312303,0.0003042418,0.00001644812,0.00001879209,0.0003316457,0.00006117663,0.0001699481],"category_scores_gemma":[0.00005312284,0.00008489261,0.0002586363,0.0001451505,0.00002937013,0.0002808788,0.000007021051,0.0001063153,0.0000282996],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009745031,"about_ca_system_score_gemma":0.00002582021,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005186345,"about_ca_topic_score_gemma":0.0000188103,"domain_scores_codex":[0.9985365,0.00004085115,0.0006176761,0.00007298203,0.0006140315,0.0001179121],"domain_scores_gemma":[0.9989018,0.0002328223,0.0002590451,0.0001149302,0.0004123694,0.000078998],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.007065207,0.0004147278,0.1540495,0.001057568,0.007205595,0.0007137246,0.001937659,0.3538016,0.2725785,0.002523322,0.005709584,0.192943],"study_design_scores_gemma":[0.02146201,0.003896402,0.3021136,0.01043705,0.001453274,0.001277407,0.0004045942,0.01218566,0.6265088,0.0004711863,0.01813472,0.001655385],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9771873,0.0001056115,0.01938565,0.0003042951,0.001349992,0.00004850136,0.00004141913,0.00004611447,0.001531138],"genre_scores_gemma":[0.9994,0.00005351468,0.0001102325,0.00001498898,0.0002766444,0.000002086056,0.00000275247,0.0000185741,0.0001211636],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3539303,"threshold_uncertainty_score":0.346182,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2122936615","doi":"10.5399/osu/jtrf.47.2.1696","title":"Evaluation of Football Shaped Rumble Strips Versus Rectangular Rumble Strips","year":2011,"lang":"en","type":"article","venue":"Journal of the Transportation Research Forum","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Rumble; STRIPS; Engineering; Poison control; Forensic engineering; Aeronautics; Transport engineering; Medicine; Computer science; Electrical engineering; Medical emergency","retraction":null,"screen_n_in":null,"score":{"opus":0.1840305418873041,"gpt":0.3535434152800541,"spread":0.1695128733927499,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00508897,0.0001434014,0.0002930325,0.0004041035,0.0001776325,0.00001923525,0.0004597798,0.0001175432,0.0007368277],"category_scores_gemma":[0.0002045014,0.0001118684,0.0003609467,0.001011131,0.00008750713,0.0005033141,0.000003584341,0.0007171872,0.000008069688],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001715826,"about_ca_system_score_gemma":0.0002812915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001686386,"about_ca_topic_score_gemma":0.001678212,"domain_scores_codex":[0.9958754,0.00038922,0.000875804,0.0001124894,0.002373679,0.0003734688],"domain_scores_gemma":[0.9974147,0.000172602,0.0002873542,0.0002819776,0.001698242,0.0001451053],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.01126267,0.002009609,0.1515912,0.001119909,0.01177466,0.00009875838,0.05017225,0.4538738,0.2281877,0.01218217,0.01429288,0.06343449],"study_design_scores_gemma":[0.008532889,0.0010605,0.8686386,0.0003475859,0.001954265,0.000004588689,0.01148459,0.02238743,0.07721635,0.005241838,0.002676888,0.0004545004],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9929397,0.0007839316,0.003456677,0.0002784891,0.0005189841,0.0003346495,0.00006236319,0.00002792664,0.001597249],"genre_scores_gemma":[0.9989806,0.0002887762,0.0005766165,0.000007202494,0.00004630634,0.000007997093,0.00001458917,0.00002734033,0.00005058083],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7170474,"threshold_uncertainty_score":0.8067747,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2003403820","doi":"10.1115/sbc2011-53287","title":"Evaluation of Energy Attenuating Floor Mats for Protection of Lower Limbs From Anti-Vehicular Landmines","year":2011,"lang":"en","type":"article","venue":"ASME 2011 Summer Bioengineering Conference, Parts A and B","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University; McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; General Dynamics Land Systems","keywords":"Hull; Impulse (physics); Acceleration; Engineering; Automotive engineering; Marine engineering; Environmental science; Forensic engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.07578084570208676,"gpt":0.2434065527696685,"spread":0.1676257070675818,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002413122,0.0001514072,0.0002720499,0.0001343974,0.00002568217,0.000009279575,0.00006035032,0.0000890609,0.0001921677],"category_scores_gemma":[0.00001837948,0.00014031,0.00007998029,0.00009716221,0.00002945738,0.000146852,0.000005641487,0.00004647489,0.000002159978],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008385375,"about_ca_system_score_gemma":0.00002255979,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003892174,"about_ca_topic_score_gemma":0.00008336388,"domain_scores_codex":[0.9991561,0.00001759597,0.0003288079,0.0001421068,0.0002057926,0.0001496467],"domain_scores_gemma":[0.9994086,0.00001808881,0.00008272691,0.0001374215,0.0003009173,0.00005226772],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002873406,0.0006722813,0.02015605,0.00126634,0.003331749,0.000005220665,0.005934701,0.07273107,0.7800658,0.002759913,0.0002136949,0.1125758],"study_design_scores_gemma":[0.001284393,0.0003272192,0.1410199,0.0002597798,0.0009936125,0.000001758306,0.0001952765,0.6654219,0.1888625,0.0004879352,0.0006765113,0.0004691801],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9067845,0.0004810423,0.09204763,0.00001229219,0.000183267,0.0001796706,0.00007389545,0.00005774792,0.0001799619],"genre_scores_gemma":[0.9984893,0.0001115049,0.001212441,0.000003104192,0.00004110301,0.00005149728,0.00005961685,0.00001988654,0.00001151614],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5926908,"threshold_uncertainty_score":0.5721675,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2077271626","doi":"10.3311/pptr.7224","title":"Coherence between Horizontal and Vertical Curves and the Number of the Accidents","year":2014,"lang":"en","type":"article","venue":"Periodica Polytechnica Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Transport Canada","funders":"","keywords":"Geoinformatics; Horizontal and vertical; Coherence (philosophical gambling strategy); Geodesy; Crash; Transport engineering; Road traffic; Statistics; Mathematics; Computer science; Engineering; Geography; Cartography","retraction":null,"screen_n_in":null,"score":{"opus":0.004044612924479028,"gpt":0.1999934781498797,"spread":0.1959488652254007,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001834604,0.00014557,0.0002558276,0.00003430966,0.00007425673,0.00001889047,0.0001531383,0.00006924645,0.00003224256],"category_scores_gemma":[0.00003636767,0.00009985449,0.00008704654,0.0002276685,0.0001825904,0.0001333771,0.00000445235,0.0001897741,0.000001484354],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008312813,"about_ca_system_score_gemma":0.000008538566,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004099124,"about_ca_topic_score_gemma":0.00003202149,"domain_scores_codex":[0.9991495,0.00001747723,0.000346673,0.0001204088,0.0002130466,0.0001529076],"domain_scores_gemma":[0.9995515,0.0001343396,0.00003146443,0.000188073,0.00002236024,0.00007231031],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001138158,0.00004695093,0.9123464,0.001891571,0.000763857,0.000002206158,0.004965502,0.02729011,0.02503459,0.01472576,0.0001554756,0.01266381],"study_design_scores_gemma":[0.0005641551,0.000007762112,0.9899976,0.0001421059,0.0001988276,0.00000260178,0.00003091994,0.0060297,0.002510042,0.00004334899,0.0003348545,0.0001381364],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9756061,0.0005868718,0.0229077,0.0004153085,0.00005584554,0.0001705971,0.00002532029,0.0001325591,0.00009971951],"genre_scores_gemma":[0.9992368,0.0003366847,0.0003098604,0.00003358641,0.00002338566,0.00002142738,0.00001469965,0.0000190418,0.000004544366],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07765119,"threshold_uncertainty_score":0.4071948,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1993075194","doi":"10.1080/13588265.2013.801292","title":"A methodology for improving structural robustness in frontal car-to-car crash scenarios","year":2013,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"McMaster University","keywords":"Crashworthiness; Crash; Oblique case; Offset (computer science); Collision; Airbag; Robustness (evolution); Engineering; Poison control; Automotive engineering; Finite element method; Computer science; Structural engineering; Computer security","retraction":null,"screen_n_in":null,"score":{"opus":0.01938916360036686,"gpt":0.2857062669613418,"spread":0.2663171033609749,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003462144,0.0001722256,0.0003677809,0.0005287391,0.00002929362,0.00007915332,0.0004444727,0.00009604463,0.000252212],"category_scores_gemma":[0.0001779679,0.0001533392,0.000206412,0.0002039185,0.0000229805,0.0007054006,0.00001695832,0.0002465071,0.000006178544],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001513437,"about_ca_system_score_gemma":0.00005947453,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001506204,"about_ca_topic_score_gemma":0.000614888,"domain_scores_codex":[0.9985517,0.00003947928,0.0007536778,0.0001212705,0.000306162,0.0002277374],"domain_scores_gemma":[0.9987127,0.0001901561,0.0001847691,0.00009338981,0.0006897621,0.0001292752],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000130554,0.00002452659,0.04274048,0.00004321943,0.000358373,0.00003196062,0.001279387,0.9124299,0.01727388,0.0001398987,0.0002805208,0.02526725],"study_design_scores_gemma":[0.003415623,0.0001258377,0.73527,0.0001446925,0.0001500304,0.0002198706,0.0009165102,0.2522513,0.00401591,0.00242279,0.0004726738,0.0005948631],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7479704,0.00007403182,0.249707,0.0005943167,0.00144495,0.0001395093,0.00002051007,0.00002264855,0.00002663305],"genre_scores_gemma":[0.9749662,0.00001090261,0.02436283,0.0001274898,0.0004198515,0.00001827106,0.0000180424,0.00002782704,0.0000486074],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6925294,"threshold_uncertainty_score":0.625299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2594090028","doi":"10.1061/jtepbs.0000047","title":"Improved Pedestrian Sight-Distance Needs at Railroad-Highway Grade Crossings","year":2017,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part A Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pedestrian; Intersection (aeronautics); Sight; Pedestrian crossing; Geometric design; Transport engineering; Tangent; Level crossing; Computer science; Simulation; Engineering; Mathematics; Geometry; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01466110525537417,"gpt":0.2268306860633372,"spread":0.212169580807963,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003446042,0.0003036704,0.0005832274,0.0003158483,0.0002857913,0.0002728601,0.0003745213,0.0001530358,0.00003546599],"category_scores_gemma":[0.00002635189,0.0002913449,0.0003546756,0.0002166045,0.00004566863,0.0009599685,0.000001907594,0.0002918519,0.00000792106],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001416926,"about_ca_system_score_gemma":0.00004308581,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003975548,"about_ca_topic_score_gemma":0.00008860224,"domain_scores_codex":[0.9979268,0.00001333163,0.001173938,0.0001325044,0.0004112675,0.0003421165],"domain_scores_gemma":[0.9985064,0.00005008004,0.0006137864,0.0003755802,0.0001831053,0.0002710204],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00009969345,0.00004554059,0.008958863,0.0007474637,0.0006293601,0.00009092889,0.00356413,0.9350314,0.04910049,0.0002774963,0.001237876,0.0002167658],"study_design_scores_gemma":[0.006339042,0.0002711215,0.2342887,0.001487561,0.001040528,0.0001500511,0.0007868907,0.2073997,0.02326352,0.00001477001,0.5231667,0.001791478],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8143001,0.002407332,0.1776793,0.0002283828,0.004421447,0.000261884,0.000170695,0.0002964622,0.0002343216],"genre_scores_gemma":[0.9982672,0.0002120514,0.0003945862,0.000006147439,0.0004466206,0.00001061414,0.0000433509,0.00006606069,0.0005533833],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7276317,"threshold_uncertainty_score":0.9999539,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4327547424","doi":"10.1155/2023/7496377","title":"Development of a Residential Road Collision Warning Service Based on Risk Assessment","year":2023,"lang":"en","type":"article","venue":"Journal of Advanced Transportation","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Ministry of the Interior and Safety","keywords":"Transport engineering; Service (business); Pedestrian; Collision; Traffic sign; Computer science; Warning system; Computer security; Engineering; Sign (mathematics); Business; Telecommunications","retraction":null,"screen_n_in":null,"score":{"opus":0.01003040653805647,"gpt":0.2688776797335541,"spread":0.2588472731954977,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003756368,0.0001225818,0.0002567713,0.0004142488,0.00007164273,0.00000951504,0.00009074022,0.00005358331,0.00003246168],"category_scores_gemma":[0.00001323533,0.000117048,0.0001300765,0.0008601127,0.000006976327,0.0003575856,4.921533e-7,0.000200615,0.000005278377],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006813765,"about_ca_system_score_gemma":0.0001079975,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006006962,"about_ca_topic_score_gemma":0.0001766239,"domain_scores_codex":[0.9983817,0.00002358256,0.0008503878,0.00008387718,0.0005254578,0.0001350426],"domain_scores_gemma":[0.9991061,0.00006428932,0.0004084243,0.00008887778,0.0002592804,0.00007302942],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001527962,0.00002980824,0.001825705,0.00009056161,0.00008205915,0.00001114452,0.002633443,0.970529,0.01474436,0.00000855322,0.00001405326,0.009878478],"study_design_scores_gemma":[0.001400968,0.0001127268,0.9322147,0.000254726,0.0001410802,4.141378e-7,0.001093553,0.0512393,0.01282218,0.00003504227,0.0005496799,0.0001355907],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8952898,0.00001964256,0.1042226,0.0000569886,0.0002172665,0.00007229138,0.00002247693,0.00005486814,0.00004395513],"genre_scores_gemma":[0.964251,0.0001331892,0.03542427,0.00001540459,0.0000305191,0.000003555226,0.0001165668,0.00002047461,0.000004959816],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.930389,"threshold_uncertainty_score":0.4773081,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3165244168","doi":"10.1061/(asce)cr.1943-5495.0000258","title":"Conceptualizing How Agencies Could Leverage Weather-Related Connected Vehicle Application to Enhance Winter Road Services","year":2021,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Transport engineering; Leverage (statistics); TRIPS architecture; Work (physics); Context (archaeology); Business; Visibility; Service (business); Computer science; Engineering; Geography; Meteorology; Marketing","retraction":null,"screen_n_in":null,"score":{"opus":0.006715346899033935,"gpt":0.2226661139642047,"spread":0.2159507670651707,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001214829,0.00016289,0.0002978651,0.0001785497,0.00005154784,0.00006397948,0.0001595237,0.00009347367,0.00003176285],"category_scores_gemma":[0.00002451469,0.0001681711,0.0001668289,0.0006697088,0.00001190709,0.0003648173,0.000009229099,0.0002561543,0.000009894518],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001076549,"about_ca_system_score_gemma":0.00003430041,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004073984,"about_ca_topic_score_gemma":0.00002124463,"domain_scores_codex":[0.9990342,0.00001714282,0.0004135736,0.0001144797,0.0002140557,0.0002065102],"domain_scores_gemma":[0.9992305,0.00005723576,0.0001111915,0.000189143,0.0002584864,0.000153432],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000005446711,0.00001099202,0.00008269882,0.00005834847,0.0002160327,0.00002938774,0.002163827,0.585709,0.4108237,0.0002605479,0.0002334623,0.0004065798],"study_design_scores_gemma":[0.001197569,0.0001328741,0.01326649,0.001091897,0.0004579717,0.0001848835,0.006051303,0.385227,0.4820823,0.00005077337,0.10924,0.001016843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6219839,0.001471085,0.3746261,0.001148456,0.0003352606,0.0001021418,0.00001146263,0.0001626801,0.00015887],"genre_scores_gemma":[0.9978727,0.0002619325,0.00131385,0.00008535691,0.0001176587,0.000006736368,0.000008555317,0.00003450862,0.0002986665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3758888,"threshold_uncertainty_score":0.6857817,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2623082052","doi":"10.36487/acg_rep/1410_14_boeg-jensen","title":"The operational and laboratory aspects of a thin spray-on liner","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Sudbury","funders":"","keywords":"Materials science; Environmental science; Computer science; Process engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004930476254528211,"gpt":0.2006072601396136,"spread":0.1956767838850854,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001351725,0.00004554565,0.0000635929,0.0000275589,0.0000536174,0.00001506665,0.0000343526,0.00002216275,0.00001888849],"category_scores_gemma":[0.00003774221,0.00003343223,0.00001619412,0.00008872078,0.00001777543,0.00005651994,0.000001765712,0.000045241,0.000004870713],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000003837017,"about_ca_system_score_gemma":0.00000607121,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001845321,"about_ca_topic_score_gemma":0.00005539702,"domain_scores_codex":[0.9996988,0.00001206267,0.0001060164,0.0000444665,0.00007810762,0.00006051544],"domain_scores_gemma":[0.9997468,0.0001180403,0.00001561895,0.00006873251,0.00002692705,0.000023859],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008516071,0.00005768936,0.02971331,0.0001379129,0.0005900143,0.000006402991,0.01993663,0.692149,0.03652903,0.1610196,0.001647501,0.05812773],"study_design_scores_gemma":[0.001128854,0.0001629682,0.2335138,0.00009417482,0.0001213158,0.000002419749,0.001949843,0.6877212,0.02722508,0.0005677493,0.04706221,0.0004503992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9841107,0.0003399692,0.00758082,0.0002121785,0.00008872077,0.00002950913,0.000006569805,0.00004683173,0.007584702],"genre_scores_gemma":[0.9992523,0.00002676382,0.000557177,0.00008217431,0.00004900405,0.000001836824,0.00000515959,0.000006710978,0.00001887784],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2038005,"threshold_uncertainty_score":0.1363327,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1957329352","doi":"","title":"Improving Crosswalk Safety: Rectangular Rapid-Flashing Beacon (RRFB) Trial in Calgary","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Schema crosswalk; Pedestrian; Transport engineering; Engineering; Overhead (engineering); Telecommunications; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005924561376675886,"gpt":0.1973091972911271,"spread":0.1913846359144512,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002474548,0.0001777551,0.0002813358,0.000200828,0.00006131492,0.0000828117,0.0001278459,0.0001326372,0.00213086],"category_scores_gemma":[0.00004186,0.0001695881,0.000140059,0.0003851829,0.00002056368,0.0006514717,0.000008326437,0.0002371841,0.0001601238],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008901998,"about_ca_system_score_gemma":0.00002302377,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001419971,"about_ca_topic_score_gemma":0.0005817135,"domain_scores_codex":[0.9987559,0.00002860225,0.0005141801,0.0001830313,0.0001725085,0.0003457275],"domain_scores_gemma":[0.9995259,0.00007992651,0.00003762265,0.0002127956,0.00003118392,0.000112591],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00350476,0.0002023735,0.004639405,0.0003087107,0.0005292556,0.00006246791,0.006482503,0.05420948,0.1200658,0.001107527,0.002197115,0.8066906],"study_design_scores_gemma":[0.1005541,0.0005361303,0.1711449,0.0002185802,0.000341637,0.00001317704,0.002404287,0.6601688,0.03712225,0.0009399722,0.02336181,0.003194253],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9206445,0.0005135163,0.05593523,0.0002339363,0.000523805,0.0006673297,0.000006768312,0.0006304237,0.0208445],"genre_scores_gemma":[0.9971604,0.00008597727,0.001895305,0.0001089818,0.0001143435,0.00003647544,0.00003851729,0.00003657593,0.0005234097],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8034964,"threshold_uncertainty_score":0.9987813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1505587911","doi":"","title":"Synthesis of Practices for the Implementation of Centreline Rumble Strips","year":2005,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Rumble; Process (computing); Engineering; Transport engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.01822596468166229,"gpt":0.3045796042829536,"spread":0.2863536396012913,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001327173,0.00003738685,0.00007913399,0.00003031218,0.00001903994,0.000003169538,0.00004790811,0.00001406994,0.000624695],"category_scores_gemma":[0.00003065161,0.00002599656,0.00005831109,0.00009475507,0.000006909602,0.0001397536,0.000001040982,0.00001934155,0.000001804214],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000006545446,"about_ca_system_score_gemma":0.000008226484,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001865658,"about_ca_topic_score_gemma":0.0009669965,"domain_scores_codex":[0.9996182,0.000005859623,0.0002146804,0.00003108331,0.00007008031,0.00006012252],"domain_scores_gemma":[0.9994342,0.0003267571,0.0001109212,0.00007359545,0.00004260018,0.00001196011],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001112493,0.0001279002,0.01507061,0.000391088,0.001530137,9.569911e-8,0.003063403,0.3543391,0.04903491,0.004196036,0.006293688,0.5658418],"study_design_scores_gemma":[0.000510217,0.00003030433,0.04478379,0.0000114722,0.0005549959,2.51755e-7,0.008674745,0.04999143,0.8624612,0.00002440754,0.03285415,0.0001030159],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6605663,0.001244498,0.328283,0.005109605,0.0001284776,0.0006984506,0.0004238361,0.0001495944,0.003396226],"genre_scores_gemma":[0.9964136,0.0002997633,0.003174335,0.00001221595,0.00002422266,0.000008479694,0.00001096793,0.000004994166,0.00005135084],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8134263,"threshold_uncertainty_score":0.6839972,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W834892315","doi":"10.17226/14250","title":"Reducing Litter on Roadsides","year":2009,"lang":"en","type":"book","venue":"Transportation Research Board eBooks","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Environmental science; Litter; Agronomy; Biology","retraction":null,"screen_n_in":null,"score":{"opus":0.04423881464611238,"gpt":0.3093602321249223,"spread":0.2651214174788099,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005153081,0.0005112055,0.0006095213,0.001073589,0.0002089204,0.0001064892,0.0003702162,0.0005559893,0.0006488816],"category_scores_gemma":[0.00001066824,0.0005347435,0.0004198953,0.0001940501,0.000147723,0.0001380637,0.000001710339,0.001743774,0.0005413485],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000321464,"about_ca_system_score_gemma":0.0002610964,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001029711,"about_ca_topic_score_gemma":0.0008946912,"domain_scores_codex":[0.9963703,0.00007535634,0.0008137871,0.0005289302,0.001456828,0.0007548307],"domain_scores_gemma":[0.9984853,0.0002116471,0.00008333993,0.0006127384,0.000281155,0.0003258791],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0007625811,0.0001591613,0.0001830539,0.002010523,0.002097923,0.0007951336,0.01481754,0.1278311,0.002394819,0.03223642,0.6344995,0.1822122],"study_design_scores_gemma":[0.001627015,0.0006762385,0.03542922,0.002110859,0.0004817533,0.000001363458,0.0002807764,0.001117457,0.004730456,0.02027841,0.9310337,0.002232713],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.007598253,0.000352447,0.0006955942,0.0001884822,0.0001803426,0.0007533336,0.0001818418,0.0008720173,0.9891777],"genre_scores_gemma":[0.2058948,0.0003549496,0.0003802555,0.0002398168,0.0005602546,0.00009222177,0.001210093,0.0002431171,0.7910244],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.2965343,"threshold_uncertainty_score":0.9997104,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4409799977","doi":"10.11159/icgre25.172","title":"Numerical Failure Analysis of Cut and Cover Tunnel Against Surface Blast","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Cover (algebra); Forensic engineering; Computer science; Environmental science; Materials science; Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.002691158640731471,"gpt":0.1773223371158582,"spread":0.1746311784751267,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004414619,0.0002049507,0.0003709412,0.0002397615,0.00005948216,0.00002456627,0.0001383493,0.00004980569,0.00003518658],"category_scores_gemma":[0.000007499497,0.0001676876,0.0001317887,0.0006143547,0.00009546581,0.0001622027,0.00003254991,0.000154237,2.952714e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003533949,"about_ca_system_score_gemma":0.000002188518,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006872553,"about_ca_topic_score_gemma":0.00001728495,"domain_scores_codex":[0.9992059,0.000002086083,0.0002841009,0.0001727055,0.0001688328,0.00016631],"domain_scores_gemma":[0.999723,0.00004527726,0.00007225473,0.00009003986,0.000009383386,0.00006001038],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00002912936,0.00001182234,0.06899124,0.0003024062,0.001552984,3.496268e-7,0.0002332239,0.7965666,0.1312688,0.0006161064,0.00009931921,0.0003280001],"study_design_scores_gemma":[0.0005830749,0.00002392152,0.53988,0.0002398981,0.001141014,0.000001453332,0.0003478171,0.3685785,0.0881108,0.00004967733,0.0006616981,0.000382159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988483,0.000258731,0.0001588141,0.00007497222,0.0001103941,0.00008778137,0.00006269752,0.00003902227,0.0003592632],"genre_scores_gemma":[0.999323,0.0002078094,0.0002276889,0.00002359564,0.000007170102,0.000002506064,0.000009877613,0.00001552232,0.0001828709],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4708887,"threshold_uncertainty_score":0.6838101,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2013644381","doi":"10.4271/2012-01-0102","title":"Hybrid III Head/Neck Analysis Highlighting Nij in NCAP","year":2012,"lang":"en","type":"article","venue":"SAE International Journal of Passenger Cars - Mechanical Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Chrysler (Canada)","funders":"National Highway Traffic Safety Administration","keywords":"Head and neck; Computer science; Medicine; Surgery","retraction":null,"screen_n_in":null,"score":{"opus":0.01309609145518708,"gpt":0.2605368843736792,"spread":0.2474407929184921,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008329577,0.0002135691,0.0006420478,0.0008545361,0.00003006195,0.00008109381,0.0004150945,0.0001098177,0.0001381444],"category_scores_gemma":[0.00005273313,0.000191145,0.0005651626,0.000566599,0.0000144707,0.0006553228,0.00001816815,0.0003881553,0.00002232687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002654379,"about_ca_system_score_gemma":0.00002819507,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001401487,"about_ca_topic_score_gemma":0.0001496244,"domain_scores_codex":[0.9971368,0.0001066391,0.001351916,0.0001329103,0.0009028137,0.0003689494],"domain_scores_gemma":[0.9988171,0.0001580346,0.0003502436,0.0001508071,0.0002478543,0.0002759161],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000465159,0.001080508,0.1549665,0.0002490878,0.03475064,0.001099731,0.004419468,0.6208494,0.151033,0.01925205,0.004223713,0.007610775],"study_design_scores_gemma":[0.01178029,0.0004118554,0.6230871,0.001905669,0.007205689,0.001581924,0.004781378,0.2545481,0.02906474,0.0009212432,0.06175621,0.002955824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9594622,0.001763228,0.03371833,0.0002968209,0.003907457,0.00009686496,0.00004441586,0.00006307428,0.0006476154],"genre_scores_gemma":[0.9983555,0.0001948341,0.0003412281,0.00004256706,0.0009589705,0.000005629451,0.00003154141,0.00002823897,0.0000414853],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4681206,"threshold_uncertainty_score":0.7794668,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2017215166","doi":"10.5539/apr.v6n3p21","title":"Case Based Reasoning Support for Adaptive Finite Element Analysis: Mesh Selection for an Integrated System","year":2014,"lang":"en","type":"article","venue":"Applied Physics Research","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Computer science; Finite element method; Process (computing); Adaptation (eye); Case-based reasoning; Domain (mathematical analysis); Selection (genetic algorithm); Adaptive mesh refinement; Mesh generation; Object (grammar); Algorithm; Artificial intelligence; Topology (electrical circuits); Theoretical computer science; Computational science; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.05686453345167925,"gpt":0.329863023311197,"spread":0.2729984898595178,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00133055,0.0001720342,0.0003279849,0.0003456589,0.0002991664,0.00007430426,0.0001298101,0.00008327774,0.00002281341],"category_scores_gemma":[0.00002033199,0.0001729173,0.0001929009,0.001800998,0.00002839476,0.0001352728,0.000005040652,0.0002192731,0.000009764009],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001846558,"about_ca_system_score_gemma":0.0000732081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001374009,"about_ca_topic_score_gemma":0.0003845321,"domain_scores_codex":[0.9984921,0.000071249,0.0003090816,0.0003019258,0.0003503691,0.000475318],"domain_scores_gemma":[0.9985959,0.0004561536,0.00005008645,0.0002585803,0.0004840051,0.0001552599],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002531545,0.00005979586,0.000103552,0.0001831168,0.001011321,0.000001644199,0.0004675809,0.9625861,0.002567831,0.02386415,0.0002560395,0.008645709],"study_design_scores_gemma":[0.0006871591,0.0002138095,0.00005499123,0.00001172641,0.0004582164,9.077224e-7,0.001234675,0.9850363,0.01089811,0.0001694604,0.001050968,0.0001837279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01252348,0.000003148904,0.9854047,0.000005708185,0.00002245933,0.0007501852,0.0001809992,0.0001993513,0.0009099299],"genre_scores_gemma":[0.9861602,0.000001474621,0.01150246,0.00001188905,0.0001332674,0.000902355,0.001203372,0.00004748351,0.00003755911],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9739023,"threshold_uncertainty_score":0.7051362,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3007459011","doi":"10.3390/en13040991","title":"Simulation-Based Methodology for Determining the Dynamic Strength of Tire Inflation Restraining Devices","year":2020,"lang":"en","type":"article","venue":"Energies","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Independent Electricity System Operator; Narodowe Centrum Badań i Rozwoju; Politechnika Wrocławska; Ministerstwo Edukacji i Nauki; Uniwersytet Szczeciński","keywords":"Structural engineering; Deformation (meteorology); Displacement (psychology); Shield; Engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.0623888916986722,"gpt":0.3146722725063668,"spread":0.2522833808076946,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009982701,0.00006860033,0.0001251037,0.00004046897,0.00004677199,0.000008918212,0.00006957998,0.00003730677,0.00001284628],"category_scores_gemma":[0.0002240187,0.00005557382,0.00006377244,0.0001444836,0.00002165625,0.0000901643,0.000002061632,0.00004176043,5.423046e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000006611652,"about_ca_system_score_gemma":0.00001423769,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004262139,"about_ca_topic_score_gemma":0.00005772715,"domain_scores_codex":[0.9995605,0.00002859449,0.0002023304,0.00006458936,0.00006433925,0.00007961067],"domain_scores_gemma":[0.9982932,0.001521567,0.00005740215,0.00006595934,0.00004171479,0.00002016368],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001178213,0.00000136392,0.002447641,0.00004143119,0.00003433455,7.381249e-8,0.00138292,0.9798199,0.0008662364,0.0001199857,0.000002323056,0.01527201],"study_design_scores_gemma":[0.0002054186,0.00002461855,0.03768006,0.000009507524,0.0000522535,9.595e-9,0.0004661493,0.9592198,0.00187917,0.00003331183,0.0003685815,0.00006115014],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8762512,0.00007604535,0.1231776,0.0002127589,0.00003951254,0.00005675182,0.00002097996,0.00009353336,0.00007159714],"genre_scores_gemma":[0.9905361,0.000003999009,0.009269356,0.00007415335,0.00002768133,0.000006936858,0.00006720203,0.00001188157,0.00000271097],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1142849,"threshold_uncertainty_score":0.2266235,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2735519008","doi":"","title":"Testing of concrete bridge barriers reinforced with new glass FRP bars","year":2008,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Cracking; Structural engineering; Materials science; Composite material; Glass fiber; Bridge (graph theory); Reinforced concrete; Forensic engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01689688003011022,"gpt":0.2047418781417175,"spread":0.1878449981116073,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003512002,0.00009836486,0.0001723515,0.00006109939,0.00003897264,0.000004527992,0.00006470399,0.00003718603,0.0003242939],"category_scores_gemma":[0.0000305944,0.00008414959,0.00004910893,0.0003588763,0.00003706603,0.0001705133,0.00000185291,0.00006604612,0.00001214082],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000124505,"about_ca_system_score_gemma":0.00006503464,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004458741,"about_ca_topic_score_gemma":0.0000104452,"domain_scores_codex":[0.9994293,0.000003246526,0.0002136169,0.00007112459,0.0001367676,0.0001459446],"domain_scores_gemma":[0.9995818,0.00004792137,0.00003113213,0.0001269448,0.00004487536,0.0001673137],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005771095,6.269615e-7,0.05588034,0.00006559057,0.0003728177,0.00002333445,0.002412435,0.9123775,0.02505709,0.0005388213,0.002422187,0.0007915993],"study_design_scores_gemma":[0.002229742,0.0002114987,0.7876394,0.00009354045,0.0002060689,0.00005197645,0.0004724816,0.1233526,0.0823836,0.00001050153,0.002653497,0.0006951597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9050609,0.00003948258,0.07958714,0.00003152517,0.00002740097,0.00005890424,0.000008231555,0.0002526489,0.01493378],"genre_scores_gemma":[0.991583,0.00001715206,0.007584036,0.00005206709,0.00001988859,9.499311e-7,0.0000109404,0.00001628861,0.0007156827],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7890248,"threshold_uncertainty_score":0.3550791,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}