{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":33,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":33,"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":"a305b0f3b985","filters":{"venue":"Texas Advanced Computing Center"}},"results":[{"id":"W2627038277","doi":"10.17603/ds2mw2r","title":"Ottawa F-65 Sand Data from Ana Maria Parra Bastidas","year":2016,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Geological formations and processes","field":"Earth and Planetary Sciences","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geography; Cartography; Geology; Art","retraction":null,"screen_n_in":null,"score":{"opus":0.02854845633358305,"gpt":0.2482244213837407,"spread":0.2196759650501576,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0001759868,0.0001434388,0.0001606632,0.00003487676,0.0001545656,0.00006280493,0.0005677544,0.00004833228,0.006839565],"category_scores_gemma":[0.0001142066,0.00008414855,0.0000270801,0.0001221241,0.00006538588,0.0004409629,0.0001019528,0.000088557,0.001211256],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000003071968,"about_ca_system_score_gemma":0.0000171261,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002952636,"about_ca_topic_score_gemma":0.0003935494,"domain_scores_codex":[0.9988186,0.00004836133,0.0002582794,0.0003727246,0.00016111,0.0003409168],"domain_scores_gemma":[0.9989434,0.000357403,0.0001033714,0.0004452929,0.00003744226,0.0001130864],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00002501894,0.0000160844,0.7308392,0.000007228281,0.00001334717,0.000004880292,0.00002251573,0.000552882,0.00002391989,0.00003098121,0.002202907,0.266261],"study_design_scores_gemma":[0.0007376183,0.00006728784,0.8710189,0.00009377366,0.00000840737,0.000007201514,0.00001876368,0.01119961,0.00008074984,0.002643858,0.1138865,0.0002372396],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9427738,0.0006488161,0.03023133,0.0011829,0.0009180331,0.0001765857,0.001112999,0.0002047239,0.02275082],"genre_scores_gemma":[0.9891824,0.00004008964,0.009326752,0.0004326586,0.0001661568,1.18181e-7,0.0006112412,0.000003257846,0.0002373447],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2660238,"threshold_uncertainty_score":0.9995664,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6944271833","doi":"10.17603/ds2th7q","title":"LEAP-GWU-2015 Laboratory Tests","year":2018,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","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":"Liquefaction; Monotonic function; Constitutive equation; Effective stress; Series (stratigraphy); Numerical analysis; Soil liquefaction; Computer simulation; Numerical models","retraction":null,"screen_n_in":null,"score":{"opus":0.01328717881016124,"gpt":0.3109107890479597,"spread":0.2976236102377984,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0007506306,0.001365157,0.001280857,0.0006107983,0.0003221206,0.0002244189,0.001993307,0.000623485,0.0007747239],"category_scores_gemma":[0.0005315769,0.001411486,0.0002728137,0.0009873464,0.000474368,0.0003214148,0.001449599,0.00157116,0.04472169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007520967,"about_ca_system_score_gemma":0.0003156505,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004436366,"about_ca_topic_score_gemma":0.0001375814,"domain_scores_codex":[0.9937134,0.0003950195,0.001141934,0.001874424,0.001087947,0.001787231],"domain_scores_gemma":[0.9942893,0.0003039262,0.001278012,0.002843693,0.0008126133,0.0004724381],"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":[0.0000957789,0.0003681986,0.0004361752,0.000214215,0.000139116,0.0001243081,0.00002147292,0.0001307496,0.0001120836,0.000004738408,0.9978363,0.0005168986],"study_design_scores_gemma":[0.001934222,0.00022021,0.0006668685,0.000982389,0.0001007579,0.00004478017,0.000007215994,0.0001099436,0.0001103422,0.00004421155,0.9943827,0.001396362],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.001219142,0.0004897665,0.00005755141,0.00004865332,0.004001875,0.0007296429,0.9921488,0.0009509102,0.0003536661],"genre_scores_gemma":[0.0004562898,0.0000386601,0.003083283,0.001176561,0.00274796,0.000009079989,0.9917854,0.0004398077,0.0002629586],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.04394697,"threshold_uncertainty_score":0.9999099,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2186549493","doi":"10.4231/d3h12v80t","title":"Application of discrete element modeling for simulation of cyclic direct simple shear response of granular materials","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"","keywords":"Discrete element method; Simple (philosophy); Direct shear test; Shear (geology); Granular material; Simple shear; Biological system; Response analysis; Computer science; Materials science; Geotechnical engineering; Geology; Structural engineering; Engineering; Mechanics; Composite material; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.00843407367291518,"gpt":0.249379599427425,"spread":0.2409455257545098,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004544402,0.0001146832,0.0002993869,0.00006869202,0.00001656075,0.000003236961,0.0001046625,0.00005273962,0.000001408173],"category_scores_gemma":[0.0001085617,0.000118474,0.00006651147,0.00008521739,0.000009288998,0.00003309189,0.00003027481,0.00004336674,4.614091e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002043153,"about_ca_system_score_gemma":0.000002791205,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005570878,"about_ca_topic_score_gemma":2.325074e-7,"domain_scores_codex":[0.9990579,0.00003149562,0.0004939389,0.0001357505,0.0001147111,0.0001662098],"domain_scores_gemma":[0.9993582,0.0001856473,0.000108265,0.0002483549,0.00007182505,0.00002770728],"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":[0.00008787723,0.00001437513,0.0000142251,0.0002358067,0.00001014135,1.627217e-8,0.00003185821,0.8762982,0.1192879,0.0001886666,7.88194e-7,0.00383022],"study_design_scores_gemma":[0.0004473381,0.00007744753,0.00009208491,0.00007870412,0.00001102583,1.202306e-7,0.00000500833,0.8669949,0.1316791,0.0003905949,0.0001372014,0.00008657895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4500066,0.00001473982,0.5496752,0.00000275054,0.0000497356,0.0001591957,0.00001641011,0.00006652467,0.00000884205],"genre_scores_gemma":[0.9902506,0.000003781638,0.009652135,0.000003887705,0.00002221291,0.000006182562,0.00002921542,0.00003058329,0.000001359259],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5402441,"threshold_uncertainty_score":0.4831229,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6925203580","doi":"10.17603/ds2hx3h","title":"LEAP-2018 - Stress-strain response of Ottawa F65 sand in Cyclic Simple Shear","year":2018,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Seaweed-derived Bioactive Compounds","field":"Agricultural and Biological Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Simple shear; Monotonic function; Shear (geology); Computer simulation; Simple (philosophy); Numerical models","retraction":null,"screen_n_in":null,"score":{"opus":0.02068317328108945,"gpt":0.2745804864559864,"spread":0.253897313174897,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005949891,0.0005194295,0.0007255577,0.0000947472,0.000146819,0.00007064053,0.0009943043,0.0003469147,0.0005067565],"category_scores_gemma":[0.0002954954,0.0002567392,0.0002050644,0.0005262103,0.0003438365,0.0001205959,0.0005298332,0.0005258547,0.00007487324],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000135371,"about_ca_system_score_gemma":0.000028746,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003549529,"about_ca_topic_score_gemma":0.000832785,"domain_scores_codex":[0.9966627,0.0004861214,0.0007714826,0.0008907281,0.0004306682,0.0007582714],"domain_scores_gemma":[0.9979139,0.0009126264,0.0005682767,0.0003264532,0.0001278046,0.0001509222],"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":[0.0008867759,0.0006052143,0.006654489,0.00009089783,0.00006519928,0.00004475543,0.00004099766,0.00005111116,0.06228206,0.00000332372,0.9199951,0.0092801],"study_design_scores_gemma":[0.0007739997,0.0007782992,0.1223262,0.0004232029,0.00001745802,0.00001237099,0.00008234557,0.00003528973,0.004388377,0.00008899751,0.8704805,0.0005929246],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.3350655,0.00009299783,0.00000351974,0.0001128519,0.000339876,0.0003044743,0.6639692,0.0000502998,0.00006129778],"genre_scores_gemma":[0.1861473,0.00004137121,0.0003302788,0.0003622523,0.0006689274,0.000004887379,0.8123837,0.000007214139,0.00005400698],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.1489182,"threshold_uncertainty_score":0.9999885,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6887719346","doi":"10.17603/ds2-0frn-xt98","title":"Rensselaer Polytechnic Institute Centrifuge Experiments of the Seismic Interaction of a Liquefiable Soil with a Cantilever Retaining Wall","year":2023,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Soil liquefaction; Cantilever; Calibration; Retaining wall; Geotechnics; Soil structure interaction","retraction":null,"screen_n_in":null,"score":{"opus":0.02070400381476136,"gpt":0.2899837391382372,"spread":0.2692797353234759,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004495746,0.0008436045,0.001194027,0.0005894335,0.0001882036,0.000048455,0.001326219,0.0003358835,0.00003116429],"category_scores_gemma":[0.0001624068,0.0006517877,0.0003274027,0.00130208,0.0003751985,0.0003725576,0.001115637,0.001288745,0.0003565901],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007065349,"about_ca_system_score_gemma":0.000379245,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002298247,"about_ca_topic_score_gemma":0.0004747078,"domain_scores_codex":[0.9953742,0.0002565239,0.001340095,0.001041514,0.001015108,0.0009725852],"domain_scores_gemma":[0.994777,0.0001517929,0.002644066,0.001927724,0.0003746117,0.0001248264],"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":[0.001367398,0.000713866,0.000738734,0.001088357,0.0008907064,0.00007620603,0.0004801776,0.07020137,0.003565071,0.00002334451,0.9201685,0.0006862755],"study_design_scores_gemma":[0.006249314,0.0005599933,0.0009775729,0.0205803,0.0005202983,0.000192793,0.0002761682,0.01068819,0.02665855,0.00003496191,0.9315638,0.001698074],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.1935058,0.0002269293,0.0004397423,0.00005545971,0.002402073,0.001772562,0.8009691,0.0004723952,0.000155957],"genre_scores_gemma":[0.4004025,0.0001051136,0.001162644,0.000335401,0.0002241888,0.00003737105,0.5967509,0.000482576,0.0004993238],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.2068967,"threshold_uncertainty_score":0.9995933,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6906436900","doi":"10.17603/ds2-dyph-pf84","title":"Cyclic Direct Simple Shear Tests - Uniform Loading","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Constitutive equation; Simple shear; Shear (geology); Calibration; Simple (philosophy); Direct shear test","retraction":null,"screen_n_in":null,"score":{"opus":0.01735993883967325,"gpt":0.2997383011125284,"spread":0.2823783622728552,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005941301,0.001382246,0.001648129,0.000611554,0.0004565931,0.0003758035,0.00147276,0.0004912729,0.0009031864],"category_scores_gemma":[0.0006459123,0.001474289,0.0005112987,0.001243443,0.0001773683,0.0003394926,0.001755354,0.001758993,0.008731263],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000866479,"about_ca_system_score_gemma":0.0002059395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001712551,"about_ca_topic_score_gemma":0.0001969267,"domain_scores_codex":[0.9932735,0.0003229147,0.001279261,0.002014004,0.001038821,0.002071528],"domain_scores_gemma":[0.9950731,0.0006314361,0.001009417,0.002527001,0.0002902938,0.00046877],"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":[0.00004942482,0.0003505212,0.0004756393,0.0003310783,0.0002083417,0.000397084,0.00002274747,0.00247782,0.0002448573,0.000004519954,0.9928197,0.00261822],"study_design_scores_gemma":[0.001643115,0.00008956229,0.0005569719,0.00150122,0.0001376921,0.0001402227,0.00002861349,0.0005217657,0.0003746802,0.00004895035,0.9934893,0.001467935],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.002126011,0.0006959492,0.0000997775,0.00002876812,0.001813763,0.0007034619,0.991484,0.0009050376,0.002143176],"genre_scores_gemma":[0.003328006,0.0000998797,0.002569622,0.0005970495,0.001037487,0.000009632689,0.9916828,0.0004294747,0.0002460133],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.007828076,"threshold_uncertainty_score":0.9998928,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6944030936","doi":"10.17603/ds2-z7zb-bq89","title":"Cyclic Direct Simple Shear tests - Effect of relative density","year":2022,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Relative density; Liquefaction; Shear (geology); Series (stratigraphy); Shear strength (soil); Artificial neural network","retraction":null,"screen_n_in":null,"score":{"opus":0.01001775024084867,"gpt":0.2948645071996131,"spread":0.2848467569587644,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.001279992,0.001118127,0.002021104,0.0005565292,0.0003900004,0.00004771792,0.00119689,0.0003000534,0.003759783],"category_scores_gemma":[0.00128819,0.001103062,0.000574813,0.0009813445,0.0002614543,0.0002262895,0.002129032,0.001949533,0.001147398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007234256,"about_ca_system_score_gemma":0.00008604951,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002773584,"about_ca_topic_score_gemma":0.00006674043,"domain_scores_codex":[0.9934474,0.001611959,0.001109935,0.001536598,0.001131934,0.001162181],"domain_scores_gemma":[0.9934404,0.00259993,0.001595935,0.001970151,0.0001583185,0.0002352493],"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":[0.0005249081,0.0003105697,0.004660467,0.0004886832,0.000371806,0.0001460709,0.00004415125,0.003113074,0.0002202111,0.000003534592,0.9888566,0.001259892],"study_design_scores_gemma":[0.003140236,0.001056996,0.004705152,0.0005297798,0.0003586188,0.00006105719,0.000007203198,0.0001906627,0.001058903,0.00006195565,0.9877359,0.001093587],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.03938965,0.0002830039,0.00003449672,0.000007764497,0.001023905,0.001357213,0.9569415,0.0004386265,0.0005238503],"genre_scores_gemma":[0.03173578,0.0000223353,0.0003577305,0.00009993947,0.0001963403,0.00001717283,0.9672236,0.0002713512,0.00007573306],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.01028212,"threshold_uncertainty_score":0.9996303,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6891601032","doi":"10.4231/d3mw28f6g","title":"Seismic Response Prediction of Bridges Using Incremental Dynamic Analysis with Subduction Zone and Crustal Ground Motion Records","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Subduction; Incremental Dynamic Analysis; Ground motion; Bridge (graph theory); Seismic microzonation; Response spectrum; Earthquake simulation","retraction":null,"screen_n_in":null,"score":{"opus":0.006628386071702531,"gpt":0.2174118731348016,"spread":0.210783487063099,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002610798,0.0001531504,0.000254765,0.0003404605,0.00008088694,0.00002383956,0.00005600024,0.00004205151,0.000005256206],"category_scores_gemma":[0.000007868852,0.0001495973,0.00006421379,0.0004735368,0.00004664113,0.000260349,0.00002835949,0.0001064374,0.000001358422],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001525816,"about_ca_system_score_gemma":0.000005028355,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007074157,"about_ca_topic_score_gemma":0.00002105323,"domain_scores_codex":[0.9990986,0.00005444259,0.0002747841,0.0002210826,0.00015406,0.0001970059],"domain_scores_gemma":[0.9996085,0.00003190643,0.0001024367,0.0001693509,0.0000465976,0.00004118862],"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":[0.0001690916,0.00002671724,0.07324552,0.00004938857,0.0002824114,6.776983e-7,0.0001376777,0.8945265,0.01568783,0.000001194133,0.000002426307,0.0158706],"study_design_scores_gemma":[0.0005356775,0.00007726832,0.1779294,0.00006147988,0.0002103641,0.00001632055,0.000121743,0.8196018,0.001293053,0.000004090062,0.00004085282,0.0001079467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5993012,0.0000327136,0.400442,0.000007152596,0.00007566161,0.00004413524,0.000008641466,0.0000784543,0.00001001788],"genre_scores_gemma":[0.9965188,0.00003286318,0.003263349,0.00001606211,0.0000513436,7.219949e-7,0.00007529058,0.00002137617,0.00002018904],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3972176,"threshold_uncertainty_score":0.6100402,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6962968239","doi":"10.17603/ds2-t9d5-6281","title":"Canadian social science workforce in COVID-19 rapid research","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Workforce; Government (linguistics); General partnership; Preparedness; Social research; Workforce development; Research council; Participatory action research; Mental health","retraction":null,"screen_n_in":null,"score":{"opus":0.07731594416429284,"gpt":0.4156443338080981,"spread":0.3383283896438053,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00613222,0.0007156466,0.0009159705,0.003880751,0.001800971,0.0007825209,0.003310509,0.0004593755,0.0006441502],"category_scores_gemma":[0.003160103,0.0008426584,0.0001796697,0.007354176,0.001509763,0.0004064915,0.00185255,0.003556167,0.002732522],"about_ca_system_candidate":true,"about_ca_system_consensus":true,"about_ca_system_score_codex":0.01604547,"about_ca_system_score_gemma":0.01104508,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.05626472,"about_ca_topic_score_gemma":0.2262137,"domain_scores_codex":[0.9893318,0.001040289,0.000927455,0.002293624,0.002434216,0.0039726],"domain_scores_gemma":[0.9949936,0.0006222174,0.0003729274,0.001587225,0.0007331423,0.001690862],"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":[0.00006008867,0.0001290576,0.0006451128,0.0001572589,0.00001722275,0.0008074754,0.0001964674,0.0005086575,0.00003647047,0.00005775018,0.9918781,0.005506364],"study_design_scores_gemma":[0.001550936,0.0000398818,0.0004657676,0.0008327388,0.00000962417,0.00004933437,0.0002739129,0.0001619933,0.00001898701,0.00008229264,0.9957394,0.0007751529],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.001313739,0.0006850566,0.00002396658,0.0005504352,0.001309315,0.0009420321,0.9924663,0.0001504279,0.002558775],"genre_scores_gemma":[0.007479651,0.0000984875,0.000591443,0.002424211,0.0008529322,0.00001835021,0.9881656,0.0001802303,0.0001890719],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.169949,"threshold_uncertainty_score":0.9994985,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6906673897","doi":"10.17603/ds2-zad5-ry27","title":"KyU-A1, KyU-GS1, KyU-GS1a, KyU-A2, and KyU-GS2 - Kyoto University Experiments","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Range (aeronautics); Section (typography); Scaling","retraction":null,"screen_n_in":null,"score":{"opus":0.01606085604525454,"gpt":0.2759675646757987,"spread":0.2599067086305442,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0008304496,0.002900968,0.002949025,0.001292373,0.001252891,0.0006588246,0.003017636,0.001234559,0.001436116],"category_scores_gemma":[0.0003984696,0.003427926,0.000832218,0.001699913,0.0008795721,0.001075966,0.005548407,0.00289161,0.007521648],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002125634,"about_ca_system_score_gemma":0.0005670277,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006927746,"about_ca_topic_score_gemma":0.0002467759,"domain_scores_codex":[0.9870715,0.001133563,0.001822364,0.004583754,0.002100006,0.003288831],"domain_scores_gemma":[0.9913144,0.0006016683,0.001983419,0.004000342,0.0007365877,0.001363562],"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":[0.0007621407,0.001389159,0.001553448,0.0006201616,0.0008824962,0.00240572,0.0003338137,0.000485101,0.001010125,0.00007283731,0.9884526,0.002032439],"study_design_scores_gemma":[0.007827597,0.0003625496,0.001162575,0.002294174,0.0004567295,0.0003960519,0.0007190808,0.0004159584,0.000933971,0.00007865224,0.9821007,0.003252011],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.04835553,0.00327222,0.0002266527,0.0001591386,0.004182278,0.002472412,0.9378573,0.001633021,0.001841483],"genre_scores_gemma":[0.01199208,0.001040561,0.004849583,0.001609612,0.001426916,0.00001858452,0.9744953,0.001073348,0.003494046],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.03663801,"threshold_uncertainty_score":0.9994767,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6925226768","doi":"10.17603/ds2-r49h-2j81","title":"Effect of Relative Density on Cyclic Response of Ottawa F65 Sand","year":2025,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Polymer-Based Agricultural Enhancements","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Relative density; Liquefaction; Shear (geology); Bulk density; Shear stress; Stress path; Direct shear test; Shear strength (soil)","retraction":null,"screen_n_in":null,"score":{"opus":0.003743090350412147,"gpt":0.2464467087583122,"spread":0.2427036184079001,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003407478,0.0004906837,0.0008314805,0.000215465,0.00004352007,0.000008813013,0.0003890899,0.0002168241,0.0000186714],"category_scores_gemma":[0.0002629097,0.0003931534,0.0001972096,0.0003058866,0.00006201936,0.00006706903,0.0001649443,0.000549245,0.00001533879],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002108853,"about_ca_system_score_gemma":0.00001990383,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002029422,"about_ca_topic_score_gemma":0.000005277806,"domain_scores_codex":[0.9979831,0.0003103508,0.0006224019,0.0003873594,0.0003174259,0.0003793732],"domain_scores_gemma":[0.997686,0.001280934,0.0003339149,0.0005695651,0.00006062278,0.00006890693],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002015748,0.0002051393,0.0002612377,0.002682679,0.0006529743,0.00003812984,0.00004521164,0.02689469,0.01680028,0.00001044528,0.9398749,0.01051855],"study_design_scores_gemma":[0.004869346,0.001859203,0.003180233,0.008106263,0.0002975705,0.000007888258,0.0000042513,0.0009718977,0.8144342,0.00001174018,0.1651835,0.001073924],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.384017,0.0004207588,0.0003830749,0.00001119393,0.00138607,0.0007098634,0.6125405,0.0001692683,0.0003622579],"genre_scores_gemma":[0.4973252,0.00007242674,0.0003089685,0.00007422527,0.0001165259,0.000008695302,0.5018432,0.0000381247,0.0002125869],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.7976339,"threshold_uncertainty_score":0.9998521,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6943916693","doi":"10.17603/ds2-hfdm-bp53","title":"RPI-A and RPI-B - Rensselaer Polytechnic Institute Experiments","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Section (typography); Range (aeronautics); Scaling; Test (biology)","retraction":null,"screen_n_in":null,"score":{"opus":0.02183707630451295,"gpt":0.3114868922008962,"spread":0.2896498158963833,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003224107,0.001233269,0.00126448,0.0005328481,0.0003508796,0.0002879171,0.001018674,0.0005415547,0.0002777352],"category_scores_gemma":[0.0001748295,0.001316665,0.0002557104,0.0006703891,0.0003941333,0.0004282334,0.002166722,0.001404483,0.0018598],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005201966,"about_ca_system_score_gemma":0.0001670131,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009289857,"about_ca_topic_score_gemma":0.00006356108,"domain_scores_codex":[0.9945499,0.0002122441,0.001048386,0.001981043,0.0008549363,0.001353524],"domain_scores_gemma":[0.9963726,0.0001001265,0.0008047011,0.002136252,0.0001971202,0.0003891419],"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":[0.00007605692,0.0003501827,0.0001229464,0.0002004574,0.0002135667,0.000370382,0.00003727187,0.0001361267,0.0009004062,0.00002158205,0.9950968,0.002474226],"study_design_scores_gemma":[0.002367042,0.00008732569,0.0003132513,0.001541529,0.0001116035,0.000262695,0.00002741642,0.0001014444,0.0008402541,0.00002816063,0.9930623,0.001256983],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.005752017,0.003502685,0.0003129786,0.00004650649,0.003045205,0.0008220691,0.9855416,0.0006385672,0.000338369],"genre_scores_gemma":[0.002517597,0.0003056382,0.005045053,0.000698337,0.0006325418,0.00001888428,0.990158,0.0002801316,0.000343766],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.004732074,"threshold_uncertainty_score":0.9989283,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7103984092","doi":"10.17603/ds2-2th1-6q44","title":"Regional Accessibility of Post-Earthquake Emergency Healthcare in Metro Vancouver, BC","year":2025,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia; University of British Columbia Hospital","funders":"","keywords":"Bridge (graph theory); Metropolitan area; Resilience (materials science); Documentation; Health care; Emergency management; Geocoding; Interdependence; Geographic information system","retraction":null,"screen_n_in":null,"score":{"opus":0.02308397869839047,"gpt":0.3384006552037094,"spread":0.3153166765053189,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001012486,0.001034052,0.001796722,0.001251196,0.0001503767,0.00002986735,0.001905288,0.0005297855,0.0004399249],"category_scores_gemma":[0.0005994246,0.0010948,0.0005277152,0.001899635,0.0001706268,0.0003076895,0.001338814,0.001762988,0.0001181913],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009338611,"about_ca_system_score_gemma":0.0005898064,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00257192,"about_ca_topic_score_gemma":0.05260976,"domain_scores_codex":[0.992258,0.0007405438,0.00257989,0.001944646,0.00113862,0.001338295],"domain_scores_gemma":[0.9940925,0.0003536304,0.001913682,0.002446132,0.0009368721,0.0002572385],"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":[0.000504396,0.0008534112,0.0296207,0.002036173,0.0001127091,0.00003571941,0.00003567253,0.0007274387,0.00001027509,0.00001203841,0.9613621,0.004689352],"study_design_scores_gemma":[0.003869337,0.0003005734,0.05862943,0.003223685,0.00009796712,0.000002894805,0.000173049,0.0002599942,0.0000474447,0.0004032537,0.931635,0.00135735],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.02895314,0.001363718,0.0000746089,0.0001280208,0.004131495,0.001241542,0.9638289,0.0001825217,0.00009609941],"genre_scores_gemma":[0.0326715,0.0002290367,0.001696428,0.0004348696,0.0002567081,0.00001603442,0.9644349,0.00009328713,0.0001672612],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.05003784,"threshold_uncertainty_score":0.9991502,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6962657177","doi":"10.17603/ds2-ew3k-6f21","title":"IFSTTAR-A1, IFSTTAR-A2, IFSTTAR-A3 - IFSTTAR Experiments","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Range (aeronautics); Section (typography); Scaling","retraction":null,"screen_n_in":null,"score":{"opus":0.02192870904252654,"gpt":0.3145772079574232,"spread":0.2926484989148966,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"category_scores_codex":[0.001328685,0.004585974,0.004516552,0.001582305,0.001213982,0.001037737,0.00525972,0.001763887,0.003836087],"category_scores_gemma":[0.0007793154,0.005052606,0.001816077,0.002358981,0.0008012783,0.001091737,0.005172779,0.00482213,0.02543873],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002856505,"about_ca_system_score_gemma":0.0007855681,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005731783,"about_ca_topic_score_gemma":0.000264134,"domain_scores_codex":[0.9791757,0.001397566,0.004095209,0.006148008,0.003783251,0.00540026],"domain_scores_gemma":[0.9859716,0.0007951944,0.003195857,0.007324223,0.001069376,0.001643808],"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":[0.0004450015,0.002359034,0.0004207636,0.0006484679,0.001126872,0.001232064,0.000223272,0.002190268,0.001339217,0.00002184783,0.9870921,0.00290108],"study_design_scores_gemma":[0.007153112,0.0004674242,0.0003307358,0.003202677,0.0004925506,0.0004100327,0.0001991003,0.0006154606,0.003116017,0.00009929083,0.9791858,0.004727808],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.007005155,0.006987146,0.0003703343,0.0001455877,0.01037229,0.002782403,0.9685115,0.001946175,0.001879375],"genre_scores_gemma":[0.002963366,0.0005563087,0.008181635,0.002755139,0.003453122,0.0000797582,0.9789728,0.001440831,0.001597044],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.02160265,"threshold_uncertainty_score":0.9999993,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6963030036","doi":"10.17603/ds2410m","title":"KAIST1, KAIST2 - KAIST Experiments, in PRJ-1843: LEAP-UCD-2017","year":2018,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Section (typography); Range (aeronautics); Test (biology)","retraction":null,"screen_n_in":null,"score":{"opus":0.02899158576829238,"gpt":0.3368144382028772,"spread":0.3078228524345848,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.001018279,0.002096319,0.002207221,0.001223375,0.0004685656,0.0004268121,0.003234311,0.0008447258,0.0008380795],"category_scores_gemma":[0.0004367018,0.002266813,0.000509078,0.000990333,0.0007665154,0.0005200781,0.002300108,0.00213566,0.01786413],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00176892,"about_ca_system_score_gemma":0.0002779148,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006178822,"about_ca_topic_score_gemma":0.0005837996,"domain_scores_codex":[0.9898568,0.0005596441,0.002275948,0.003038942,0.001492863,0.002775754],"domain_scores_gemma":[0.9930057,0.0002282554,0.001934926,0.003928002,0.0003655241,0.0005375721],"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":[0.000357693,0.001132659,0.0008866154,0.0003187066,0.0001706105,0.0004344075,0.0001261606,0.0001979989,0.0002477755,0.00001525346,0.9952763,0.0008358262],"study_design_scores_gemma":[0.004692352,0.0002746271,0.001839612,0.002129039,0.00006458769,0.0001321916,0.00003840752,0.0002749971,0.0004334155,0.00004413135,0.9879191,0.002157559],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.00706998,0.001180688,0.000099999,0.00003425832,0.004579381,0.00174607,0.9826659,0.0007460909,0.001877632],"genre_scores_gemma":[0.007309868,0.00008447829,0.002982112,0.0007155061,0.001862079,0.00005244862,0.9858027,0.0005514808,0.0006393853],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.01702605,"threshold_uncertainty_score":0.9991778,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6962619271","doi":"10.17603/ds2-9v51-k957","title":"Evolution of Cascadia Subduction Zone Sciences: Qualitative Research Instrument and Planning Documents","year":2022,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Photography and Visual Culture","field":"Arts and Humanities","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Subduction; Perspective (graphical); Hazard; Qualitative research; Resilience (materials science)","retraction":null,"screen_n_in":null,"score":{"opus":0.1263302722930437,"gpt":0.4281741497676104,"spread":0.3018438774745666,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001177257,0.0002254455,0.0003105499,0.0004700049,0.001106226,0.0001324214,0.000296413,0.00006749014,0.001441059],"category_scores_gemma":[0.00005373924,0.000200987,0.00007592083,0.0002174713,0.0007723432,0.0002459645,0.0003471383,0.0006758351,0.00000543695],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000188631,"about_ca_system_score_gemma":0.00005278155,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001434694,"about_ca_topic_score_gemma":0.0001645257,"domain_scores_codex":[0.9975852,0.0004797843,0.000385214,0.0004858209,0.000654961,0.0004089946],"domain_scores_gemma":[0.9990602,0.0001836505,0.0003120653,0.0001998614,0.000182489,0.00006173198],"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":[0.0001547225,0.0003279783,0.0001301365,0.0005041281,0.0001298084,0.000009908295,0.06129633,0.0002448019,0.00004059987,0.01307162,0.9232854,0.0008045669],"study_design_scores_gemma":[0.0005551351,0.0005218607,0.00005636601,0.0004491651,0.00002211877,0.000006082691,0.03826363,0.00004228237,0.00002784506,0.0008597252,0.9589453,0.0002504567],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.1970743,0.001792376,0.00004308194,0.00003647827,0.002272005,0.0007204533,0.7971177,0.00005947075,0.0008841481],"genre_scores_gemma":[0.3995528,0.0002045762,0.0002534416,0.000114151,0.0008922611,0.00002397718,0.5983952,0.00003654306,0.0005270535],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.2024785,"threshold_uncertainty_score":0.9994718,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6887792539","doi":"10.17603/ds2-67tk-7281","title":"KAIST-A2 and KAIST-B - KAIST Experiments","year":2021,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Range (aeronautics); Section (typography); Scaling","retraction":null,"screen_n_in":null,"score":{"opus":0.01927278300306253,"gpt":0.3105359871064352,"spread":0.2912632041033727,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0004107592,0.001514747,0.001596734,0.0004305466,0.000566246,0.0005049342,0.001210302,0.0005093245,0.0006453758],"category_scores_gemma":[0.000267059,0.001648199,0.0003368077,0.0005711078,0.0004088008,0.0002979558,0.002313002,0.001446622,0.003439762],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006287386,"about_ca_system_score_gemma":0.0001347755,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001499595,"about_ca_topic_score_gemma":0.00009177832,"domain_scores_codex":[0.9932055,0.0003751242,0.001279979,0.002403578,0.001075544,0.001660313],"domain_scores_gemma":[0.995518,0.000262309,0.001034191,0.002335951,0.000307873,0.0005416205],"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":[0.0001193949,0.0005532267,0.0003748566,0.0003684423,0.0002689448,0.0004528036,0.00006862578,0.00009531894,0.000363861,0.00001378569,0.9953746,0.001946138],"study_design_scores_gemma":[0.003088715,0.0001162579,0.0006714807,0.001374037,0.0001293961,0.0002092225,0.00006855862,0.0001522462,0.0005165958,0.00002242741,0.9921121,0.001538963],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.003645932,0.003760138,0.0001360542,0.00004345347,0.002800935,0.000814376,0.9872609,0.000508304,0.001029911],"genre_scores_gemma":[0.003226673,0.0001825175,0.003677263,0.0007448827,0.0008845999,0.00002144568,0.9903713,0.0003899007,0.0005014465],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.00357762,"threshold_uncertainty_score":0.9997602,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7111236813","doi":"10.17603/ds2-e2em-wc79","title":"StEER: Hurricane Melissa Annotated Media Repository , in StEER - 28 October 2025 Hurricane Melissa","year":2025,"lang":"en","type":"report","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Minnow Environmental (Canada)","funders":"","keywords":"Landfall; Storm; Atlantic hurricane; Product (mathematics); Amazon rainforest; Tropical cyclone","retraction":null,"screen_n_in":null,"score":{"opus":0.02200304011393305,"gpt":0.3114016467608606,"spread":0.2893986066469275,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.003827212,0.002960992,0.004589879,0.002963309,0.0004712433,0.000420974,0.002713209,0.001457508,0.0004506265],"category_scores_gemma":[0.003171556,0.00311998,0.001037229,0.00440787,0.0006119704,0.0006043066,0.00233966,0.004924431,0.001070776],"about_ca_system_candidate":true,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006031958,"about_ca_system_score_gemma":0.002966324,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001922366,"about_ca_topic_score_gemma":0.0004560992,"domain_scores_codex":[0.9804143,0.001750254,0.005071416,0.004485053,0.004744489,0.003534488],"domain_scores_gemma":[0.9862214,0.002134791,0.003812575,0.003806176,0.003176594,0.0008484486],"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":[0.002407967,0.004970015,0.1167693,0.004153146,0.003523192,0.01015235,0.002472718,0.01942058,0.003046525,0.0002603787,0.750425,0.08239882],"study_design_scores_gemma":[0.00848436,0.0002897719,0.04224206,0.01252125,0.0008531493,0.0007461413,0.0004070445,0.002299879,0.00130669,0.0001402206,0.9257886,0.004920818],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.1368368,0.02824652,0.0006633999,0.0007218756,0.04258641,0.009347347,0.004243189,0.007019488,0.770335],"genre_scores_gemma":[0.7569757,0.002932411,0.01373041,0.001780884,0.007287929,0.0003129907,0.01534637,0.003493469,0.1981399],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.6201388,"threshold_uncertainty_score":0.9998388,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6925644804","doi":"10.17603/ds2ch6t","title":"Ehime1, Ehime2, Ehime3 - Ehime University Experiments, in PRJ-1843: LEAP-UCD-2017","year":2018,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Genomics and Phylogenetic Studies","field":"Biochemistry, Genetics and Molecular Biology","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Ground motion; Liquefaction; Section (typography); Range (aeronautics); Test (biology)","retraction":null,"screen_n_in":null,"score":{"opus":0.01413721671497525,"gpt":0.26502751565356,"spread":0.2508902989385847,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001953701,0.0006347022,0.0005932066,0.0001728864,0.0002264276,0.00004293181,0.0009294127,0.0004304929,0.00004746846],"category_scores_gemma":[0.00004398613,0.0006319826,0.0002172758,0.0001472739,0.0002421867,0.00000319443,0.001334553,0.0003518231,0.000113184],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001166209,"about_ca_system_score_gemma":0.0001150202,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001412707,"about_ca_topic_score_gemma":0.0001891927,"domain_scores_codex":[0.9972193,0.0001390705,0.0004629257,0.001176635,0.0002260502,0.0007760685],"domain_scores_gemma":[0.9982237,0.0000253027,0.0003694772,0.001101936,0.0001298861,0.0001496643],"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":[0.0002104378,0.0002886163,0.00111126,0.00007202766,0.0002320938,0.0000522294,0.00005022517,0.0001496484,0.009537623,0.00000383879,0.9872933,0.0009987031],"study_design_scores_gemma":[0.001765338,0.0003276744,0.002395316,0.0001422426,0.00003581911,0.00002086206,0.00005210864,0.00002899802,0.003868395,0.00001438554,0.9906092,0.0007396563],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.2172225,0.00281148,0.0001597277,0.00007211495,0.002407219,0.001021389,0.7749364,0.00003439582,0.001334781],"genre_scores_gemma":[0.07934816,0.002231591,0.003018701,0.0007383909,0.001758853,0.000007512769,0.9101428,0.0001388418,0.002615102],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.1378743,"threshold_uncertainty_score":0.9996132,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2182421138","doi":"10.4231/d3gh9b93p","title":"Load Distribution in Large Pile Groups for Static and Seismic Loading","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"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":"Pile; Centrifuge; Geotechnical engineering; Structural engineering; Dynamic load testing; Dynamic loading; Seismic loading; Structural load; Shear (geology); Static analysis; Pile cap; Geology; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.00444634386582993,"gpt":0.206954662077479,"spread":0.2025083182116491,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002429051,0.0001379144,0.0001796202,0.00003499665,0.00003873681,0.0000205687,0.00007466738,0.00005752392,0.000001277891],"category_scores_gemma":[0.00008302185,0.0001495142,0.00003139448,0.00009287669,0.00000735356,0.00005822082,0.00003907947,0.0001652168,0.00000538166],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001145108,"about_ca_system_score_gemma":0.000003446301,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002096372,"about_ca_topic_score_gemma":0.000003267079,"domain_scores_codex":[0.9991556,0.00001147764,0.0002048694,0.0001776292,0.00007809696,0.0003722723],"domain_scores_gemma":[0.9996651,0.0001050232,0.00002264853,0.0001265063,0.00002195275,0.0000587178],"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":[0.00001197526,0.00003954183,0.0003142039,0.0003079853,0.00001100378,0.000001516955,0.0001160403,0.9560061,0.0004629734,0.00329861,0.00013515,0.03929491],"study_design_scores_gemma":[0.001058999,0.00004304909,0.0009314965,0.0001365891,0.000003802882,0.000003361288,0.00001210996,0.9892426,0.0002877744,0.001047593,0.007066091,0.0001665597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.399583,0.00006094286,0.5997214,0.00001942025,0.00019929,0.000112482,0.00001538047,0.0002390597,0.0000490158],"genre_scores_gemma":[0.9972856,0.00001332578,0.002516104,0.00005059922,0.00004560071,0.000005683276,0.0000420733,0.00002870309,0.00001233519],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5977026,"threshold_uncertainty_score":0.6097011,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7109057802","doi":"10.17603/ds2-fxgz-fq13","title":"Data for Nonstructural Design Requirements for Functional Recovery Performance, in Development of Recovery-Based Seismic Design Requirements for the 2026 NEHRP Provisions","year":2025,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"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; University of British Columbia Hospital","funders":"","keywords":"Component (thermodynamics); Seismic analysis; Underpinning; Work (physics); Functional requirement; Limit (mathematics); Engineering design process; Structural integrity","retraction":null,"screen_n_in":null,"score":{"opus":0.1202372876917744,"gpt":0.3429086005175089,"spread":0.2226713128257345,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.003944922,0.001221062,0.001364963,0.0009657024,0.0009587861,0.0001698525,0.002991443,0.0004069356,0.00003357398],"category_scores_gemma":[0.001351577,0.001054895,0.0003824772,0.0007759217,0.000186854,0.0008011772,0.001204971,0.0005935923,0.00001879436],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001337872,"about_ca_system_score_gemma":0.002870089,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001215358,"about_ca_topic_score_gemma":0.00005569718,"domain_scores_codex":[0.9921902,0.0003295319,0.002715165,0.002148323,0.0009696502,0.001647147],"domain_scores_gemma":[0.9899869,0.004255566,0.002175079,0.002657854,0.0007793786,0.0001452289],"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":[0.007929048,0.0003997201,0.00007511684,0.001560905,0.0006129268,9.716466e-7,0.00001638003,0.2255258,0.000166154,0.000002496188,0.7362899,0.02742063],"study_design_scores_gemma":[0.01195866,0.000859633,0.0002817802,0.0036902,0.0004413299,0.000004549142,0.00003063087,0.2995736,0.0008899568,0.0001422471,0.6810084,0.001119044],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.0001858346,0.00009781942,0.4815704,0.00003745687,0.002011761,0.008692895,0.5073382,0.00006136713,0.000004343312],"genre_scores_gemma":[0.000537921,0.00002895579,0.3107757,0.0003515553,0.0002219573,0.0008541202,0.6869432,0.0001355596,0.0001510841],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.179605,"threshold_uncertainty_score":0.9991902,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6928975102","doi":"10.4231/d3rf5kg52","title":"Regional Seismic Hazard Assessment for Small Urban Centres in Western Canada","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Biomedical Text Mining and Ontologies","field":"Biochemistry, Genetics and Molecular Biology","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Borehole; Bedrock; Seismic microzonation; Geological survey; Seismic hazard; Hazard; Seismic survey; Hazard analysis; Drilling","retraction":null,"screen_n_in":null,"score":{"opus":0.01357739265115559,"gpt":0.2703017969604531,"spread":0.2567244043092975,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001469319,0.0001484572,0.0001736279,0.00002572668,0.00005257101,0.00001488067,0.0002039259,0.00008091937,0.000001937937],"category_scores_gemma":[0.00005880524,0.0001368498,0.00005195026,0.00004005755,0.00005080471,0.00000142062,0.0001046714,0.00009976672,9.699082e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007593889,"about_ca_system_score_gemma":0.0001224254,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002528542,"about_ca_topic_score_gemma":0.0471669,"domain_scores_codex":[0.9989043,0.00005439917,0.0002164737,0.0003531336,0.000103104,0.00036861],"domain_scores_gemma":[0.9995322,0.00006110884,0.00008287816,0.0002079788,0.00004013167,0.00007575357],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0002415081,0.0002163571,0.7167088,0.0001451775,0.00009237935,0.00001152624,0.00009217067,0.00552859,0.006640708,0.0002767923,0.02277983,0.2472661],"study_design_scores_gemma":[0.002697149,0.000293875,0.1082252,0.0001311022,0.000007619434,0.00001258505,0.00005406923,0.01109728,0.002176821,0.0001113913,0.8748304,0.0003624854],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9175471,0.0001816037,0.08050728,0.000936696,0.0003895551,0.0001657683,0.00001390142,0.00002478895,0.0002332864],"genre_scores_gemma":[0.9827117,0.00001038889,0.01461298,0.00190056,0.0002420572,0.00000548908,0.0001287708,0.0000174231,0.0003706635],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8520506,"threshold_uncertainty_score":0.9702198,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6906524874","doi":"10.17603/ds2-kcqc-4n11","title":"GEER/RAPID Facility: Hurricane Florence, in GEER - Hurricane Florence","year":2024,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Levee; Embankment dam; Satellite imagery; Flood myth; Feature (linguistics)","retraction":null,"screen_n_in":null,"score":{"opus":0.01645491640909255,"gpt":0.2867330897278409,"spread":0.2702781733187483,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.001349556,0.002302764,0.002534159,0.002013279,0.0002563322,0.0004489507,0.003151844,0.000796703,0.003084128],"category_scores_gemma":[0.0005486159,0.002325591,0.0006133622,0.003403629,0.0007440971,0.000473147,0.002663567,0.004428646,0.08556571],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001625313,"about_ca_system_score_gemma":0.0004234577,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004519161,"about_ca_topic_score_gemma":0.0004000473,"domain_scores_codex":[0.9878148,0.0005750058,0.002506823,0.00393509,0.002068181,0.00310011],"domain_scores_gemma":[0.994071,0.0005142728,0.001010587,0.003370875,0.0003581943,0.0006750376],"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":[0.0001639931,0.0005643244,0.00058898,0.0008245654,0.000207739,0.0008909113,0.0001439669,0.002595693,0.00006749848,0.00000953806,0.9638109,0.03013192],"study_design_scores_gemma":[0.001941162,0.0002683745,0.001180373,0.002506474,0.0001990875,0.000145694,0.00005915746,0.002140939,0.00004991016,0.0001410208,0.9890655,0.002302252],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.003469842,0.002281886,0.0001790171,0.0001298223,0.005075722,0.001584951,0.9851131,0.001127278,0.001038353],"genre_scores_gemma":[0.005948711,0.000341815,0.002203206,0.0006954913,0.0009712852,0.00007069767,0.9890444,0.000341091,0.0003833567],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.08248159,"threshold_uncertainty_score":0.9989711,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6962510304","doi":"10.17603/ds2-5m36-e815","title":"Data for: Digitally Augmented Database of Fracture-Critical Steel Beam-to-Column Connection Tests","year":2024,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Nuclear Structure and Function","field":"Biochemistry, Genetics and Molecular Biology","cited_by":0,"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; University of British Columbia Hospital","funders":"","keywords":"Flange; Fracture (geology); Rotation (mathematics); Welding; Displacement (psychology); Connection (principal bundle)","retraction":null,"screen_n_in":null,"score":{"opus":0.01565072335438455,"gpt":0.3125580190779895,"spread":0.296907295723605,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001475185,0.0003383992,0.0003369898,0.0001002091,0.00007327223,0.00007123488,0.000601393,0.0002614405,0.00002906838],"category_scores_gemma":[0.0004363665,0.0003327478,0.0001077649,0.0001089234,0.00006716171,0.00001505796,0.00095842,0.0002829656,0.00007106687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003087809,"about_ca_system_score_gemma":0.00006360043,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001032553,"about_ca_topic_score_gemma":0.00007421907,"domain_scores_codex":[0.9980261,0.00002888405,0.0004223968,0.0009651845,0.0002034866,0.0003539165],"domain_scores_gemma":[0.9980559,0.00007789059,0.0001525194,0.001442202,0.000154353,0.0001171202],"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":[0.0003028908,0.00009923548,0.00001911801,0.0004391726,0.0001268746,0.000005137242,0.000002477846,0.0002929803,0.006648517,0.000004694509,0.9906098,0.001449061],"study_design_scores_gemma":[0.0005897352,0.0006072445,0.00009975731,0.0003475931,0.0001201992,0.00002560087,0.000009733089,0.0002585016,0.001454402,0.00003488376,0.9961199,0.000332408],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.001660781,0.0003299727,0.009025254,0.0001017389,0.001911268,0.0005417346,0.9863402,0.00003628668,0.00005274376],"genre_scores_gemma":[0.01182678,0.00004445846,0.002294886,0.0008807906,0.0008955282,0.000005794033,0.9839143,0.00005795078,0.00007947487],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.010166,"threshold_uncertainty_score":0.9999124,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6887528100","doi":"10.17603/ds2-gsbs-n383","title":"Untreated Medium Dense Model - GLH07s","year":2020,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Penetration (warfare); Shear (geology); Cementation (geology); Penetration test; Shear waves","retraction":null,"screen_n_in":null,"score":{"opus":0.02072096934752158,"gpt":0.2840434481075594,"spread":0.2633224787600378,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0002749748,0.001436701,0.001478878,0.0004226747,0.0002501129,0.0001836149,0.001747638,0.0005493491,0.0002508883],"category_scores_gemma":[0.0004402079,0.001462282,0.0003971364,0.0007850779,0.0002072765,0.0002125214,0.001472286,0.001826765,0.03230222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006355676,"about_ca_system_score_gemma":0.0002812821,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000548314,"about_ca_topic_score_gemma":0.0000653805,"domain_scores_codex":[0.9939163,0.0002563025,0.001192921,0.001943107,0.001110645,0.001580718],"domain_scores_gemma":[0.9959585,0.0002893606,0.001008184,0.001802459,0.0003014716,0.0006400133],"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":[0.0002991892,0.0002545456,0.00004804008,0.0002265847,0.0001841974,0.0003496652,0.00004471801,0.02620882,0.0001741931,0.000006744535,0.9717639,0.000439369],"study_design_scores_gemma":[0.003021896,0.0001174338,0.00004396351,0.0006713305,0.0002425551,0.00007013083,0.00000897933,0.04937792,0.0001731482,0.0001031437,0.9447862,0.001383328],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.000385434,0.0001576207,0.001305146,0.0001629055,0.001200888,0.0008437571,0.9944781,0.001223375,0.0002427816],"genre_scores_gemma":[0.001436644,0.00005970697,0.004448691,0.001766719,0.0007811265,0.000009192298,0.9908552,0.0004284404,0.000214309],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.03205133,"threshold_uncertainty_score":0.9998383,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7083166125","doi":"10.17603/ds2-4dgx-kn84","title":"Data for Limiting Safety-Critical Structural Damage in Recovery-Based Seismic Design Provisions, in Safety-Critical Structural Damage in Recovery-Based Seismic Design","year":2025,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"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; University of British Columbia Hospital","funders":"","keywords":"Limiting; Seismic analysis; Limit (mathematics); Structural integrity; Design methods; Work (physics); Reduction (mathematics); Probabilistic design; Limit state design","retraction":null,"screen_n_in":null,"score":{"opus":0.02301072309738967,"gpt":0.3013509511397782,"spread":0.2783402280423885,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.001728849,0.001375656,0.00196788,0.001869181,0.0003003984,0.0002789882,0.002234092,0.0007287535,0.00007905404],"category_scores_gemma":[0.002111392,0.001492926,0.0003332244,0.001465625,0.0002097014,0.0009642274,0.0006331347,0.00247284,0.00001289949],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001444233,"about_ca_system_score_gemma":0.0006202767,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002113935,"about_ca_topic_score_gemma":0.0002975863,"domain_scores_codex":[0.9920226,0.0007112487,0.002536379,0.001976408,0.000615802,0.002137613],"domain_scores_gemma":[0.9919974,0.005109045,0.0002830192,0.002205675,0.0001494334,0.0002554676],"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":[0.00092159,0.00008820443,0.0003651127,0.001498254,0.00007171427,0.0001849031,0.00002117038,0.9339668,0.00004088692,0.00000758334,0.05226748,0.0105663],"study_design_scores_gemma":[0.004482277,0.0002026116,0.0007030129,0.004599523,0.0001449798,0.00001201217,0.00006381955,0.9643322,0.0001148567,0.0003430454,0.02356154,0.001440096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.01019426,0.0004520122,0.4455677,0.0005540466,0.001595682,0.002023532,0.5392805,0.0003105949,0.00002164456],"genre_scores_gemma":[0.1069981,0.0001838224,0.1018521,0.002029828,0.0004030818,0.00006695538,0.7882476,0.0001930414,0.00002551355],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.3437156,"threshold_uncertainty_score":0.9998994,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6906472133","doi":"10.17603/ds2-sqf4-9k45","title":"Green social work educational resources in Canada","year":2022,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Curriculum; Work (physics); Sustainability; Social work; Social media; Social network (sociolinguistics); Social sustainability; Focus group","retraction":null,"screen_n_in":null,"score":{"opus":0.01201658775393102,"gpt":0.2637604816663922,"spread":0.2517438939124612,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003191789,0.0005889356,0.0006754154,0.0003894487,0.0004806063,0.00006026021,0.001353362,0.0001193323,0.01692975],"category_scores_gemma":[0.000085036,0.0007086956,0.0001268174,0.001260142,0.00007691603,0.00007991025,0.001085604,0.001561805,0.0003835175],"about_ca_system_candidate":true,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005970269,"about_ca_system_score_gemma":0.00200839,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7426555,"about_ca_topic_score_gemma":0.8959463,"domain_scores_codex":[0.9957707,0.0003753736,0.0007835893,0.0009545144,0.001115477,0.001000353],"domain_scores_gemma":[0.9981026,0.0003663615,0.0006983707,0.0006144384,0.00007539453,0.0001428187],"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":[0.0001006453,0.0001219899,0.007443536,0.00007026038,0.00005176242,0.0000583771,0.0001003608,0.001864181,4.407326e-7,0.000004926088,0.9884977,0.001685856],"study_design_scores_gemma":[0.0008569963,0.00001313008,0.03323891,0.0001509088,0.00002064386,0.00001183487,0.00007931,0.00002063591,3.026463e-7,0.0000484591,0.9649263,0.0006325565],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.01482322,0.0002228283,7.931517e-7,0.00068526,0.001753533,0.0003968648,0.9818315,0.00006040803,0.0002256035],"genre_scores_gemma":[0.003051295,0.00000366043,0.0001555004,0.0008774119,0.0008837956,0.00002095238,0.9944607,0.0001377378,0.000408928],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.1532908,"threshold_uncertainty_score":0.9995364,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6966956993","doi":"10.4231/d3hx15r5t","title":"Seismic Qualification of Rocking Objects in Canadian Nuclear Power Plants","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Nuclear power; Response spectrum; Seismic analysis; Acceleration; Frame (networking); Masonry; Nuclear power plant; Vibration","retraction":null,"screen_n_in":null,"score":{"opus":0.005345248475109653,"gpt":0.2119223071478633,"spread":0.2065770586727537,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001390993,0.0001055095,0.0001744958,0.0002226217,0.00003334038,0.00001032769,0.0001328181,0.00004181571,0.00001323847],"category_scores_gemma":[0.00001546571,0.0001146598,0.00003736539,0.0001651961,0.00001060245,0.00008760528,0.00001572088,0.0001123286,0.00002489458],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001123993,"about_ca_system_score_gemma":0.00001168903,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002932837,"about_ca_topic_score_gemma":0.003212769,"domain_scores_codex":[0.9991999,0.00001765314,0.0002371129,0.000137001,0.00008481114,0.0003234741],"domain_scores_gemma":[0.9996631,0.0000285071,0.00004525693,0.0001725243,0.00001646134,0.00007418094],"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":[0.00001133184,0.0000343187,0.07554722,0.00009646278,0.00004789984,0.000003651569,0.002103013,0.8769417,0.002603281,0.0002350731,0.0003054629,0.04207052],"study_design_scores_gemma":[0.0004265658,0.00001564841,0.02823798,0.0001850537,0.000004014613,0.000003411003,0.000144112,0.9623126,0.0008703677,0.00009374029,0.007522215,0.0001843019],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938072,0.00003871849,0.002595453,0.00002316763,0.0001593116,0.0000460724,0.000003305366,0.00007954753,0.003247246],"genre_scores_gemma":[0.9992498,0.00001538808,0.0004885661,0.0001677995,0.0000319538,3.707112e-7,0.00001121525,0.00002255689,0.00001242114],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08537082,"threshold_uncertainty_score":0.4675693,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6925364089","doi":"10.17603/ds2-dsh2-a330","title":"A grey literature review on media representation of animals in the 2023 wildfires in Nova Scotia, Canada","year":2024,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Representation (politics); Social media; Government (linguistics); Grey literature; Content analysis; Nova (rocket); Media coverage","retraction":null,"screen_n_in":null,"score":{"opus":0.01951425440769143,"gpt":0.3192582970494792,"spread":0.2997440426417877,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001029447,0.0006691892,0.001166163,0.0005920108,0.0000306602,0.0001115176,0.001197687,0.0001945134,0.0000758883],"category_scores_gemma":[0.001254938,0.0005118756,0.0001686383,0.003071162,0.00007960373,0.0001357619,0.0003429871,0.001763536,0.0007081277],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006229109,"about_ca_system_score_gemma":0.0003540587,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.1962042,"about_ca_topic_score_gemma":0.8482842,"domain_scores_codex":[0.994939,0.0007213732,0.001407517,0.001082564,0.001181655,0.0006678576],"domain_scores_gemma":[0.996684,0.0009158989,0.0007786675,0.001376534,0.0001686761,0.00007622917],"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":[0.00008745853,0.0001029405,0.001235009,0.004329287,0.00004148656,0.0008025691,0.0001482505,0.0004159116,0.00001120991,0.000008508932,0.991703,0.001114338],"study_design_scores_gemma":[0.001446875,0.0001171124,0.02098967,0.2110907,0.0001298584,0.0001111467,0.00008896356,0.0001252631,0.00003548581,0.00009029259,0.7649018,0.0008728828],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.007691879,0.05666981,4.294818e-7,0.0005010015,0.001358748,0.001496417,0.9321211,0.00003753504,0.0001230798],"genre_scores_gemma":[0.01204358,0.004786606,0.0001540511,0.001879375,0.0003426135,0.0000128476,0.9806414,0.0001259586,0.00001357895],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.65208,"threshold_uncertainty_score":0.9997333,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6925102475","doi":"10.17603/ds2m11v","title":"UCD1, UCD2 and UCD3 - UC Davis Experiments, in PRJ-1843: LEAP-UCD-2017","year":2018,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Language, Linguistics, Cultural Analysis","field":"Arts and Humanities","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Ground motion; Section (typography); Test (biology); Range (aeronautics)","retraction":null,"screen_n_in":null,"score":{"opus":0.02958778287509931,"gpt":0.2898754206595466,"spread":0.2602876377844473,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000202751,0.0006801774,0.0008662093,0.0002760083,0.0004088222,0.000467903,0.0006591082,0.0001813197,0.001660956],"category_scores_gemma":[0.0001756549,0.0005556504,0.0001840717,0.00007851411,0.0004164834,0.0001769873,0.0006378525,0.0005345845,0.0003491875],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001679005,"about_ca_system_score_gemma":0.00002911024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001475367,"about_ca_topic_score_gemma":0.002643189,"domain_scores_codex":[0.9970275,0.0001059761,0.0007763147,0.0009577474,0.0003972322,0.0007352329],"domain_scores_gemma":[0.9982185,0.00008634064,0.0005272418,0.0007896444,0.0002269449,0.0001513739],"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":[0.00003886823,0.0002085244,0.0001487161,0.0001848988,0.0001838839,0.0001302088,0.004047626,0.00001724561,0.000008289153,0.0005303207,0.9933299,0.001171552],"study_design_scores_gemma":[0.0009309974,0.0001006633,0.0001070848,0.0005909305,0.00009575541,0.0000116834,0.000655288,0.0001749723,0.00002597772,0.0001859766,0.99638,0.0007406691],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.01860359,0.002173384,0.00004186319,0.0001114468,0.004416231,0.0007840687,0.9682453,0.0002624532,0.005361683],"genre_scores_gemma":[0.03058542,0.0002458807,0.0009001547,0.001200701,0.005715902,0.00001470907,0.9554407,0.0001012929,0.005795217],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.01280455,"threshold_uncertainty_score":0.9996895,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6910485239","doi":"10.4231/d33775w2t","title":"Seismic Design of Foundations: The 2015 Canadian Building Code Provisions","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Stiffness; Foundation (evidence); Seismic analysis; Building code; Nonlinear system; Shear (geology); Limiting; Seismic loading","retraction":null,"screen_n_in":null,"score":{"opus":0.01287345732968941,"gpt":0.2523137290771834,"spread":0.239440271747494,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002304606,0.0001194352,0.0001514535,0.0001241101,0.0001495445,0.00002752255,0.0002405902,0.00003095139,0.00001766491],"category_scores_gemma":[0.00003404799,0.00009483151,0.00005342146,0.0002307733,0.00003431385,0.0001038713,0.00002798678,0.000131461,0.00003475811],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008348656,"about_ca_system_score_gemma":0.00003212817,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006643349,"about_ca_topic_score_gemma":0.0004157655,"domain_scores_codex":[0.9992028,0.00003113821,0.000231558,0.0001313759,0.0001037362,0.0002994138],"domain_scores_gemma":[0.9994516,0.000107369,0.00004936599,0.0002685931,0.00004827588,0.00007482569],"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":[0.000001246611,0.0000052342,0.0009704222,0.00001266863,0.00002707689,2.416678e-7,0.00009719715,0.9775839,0.0003749722,0.0001032513,0.0008868111,0.01993702],"study_design_scores_gemma":[0.0001999613,0.00001378392,0.0008902372,0.00007432487,0.00001540599,0.000003216247,0.00003178602,0.9721352,0.0005367232,0.0002242795,0.02576415,0.000110947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2156466,0.0001210895,0.7826038,0.000282281,0.0002595403,0.0001515723,0.000007389942,0.0001253122,0.0008024387],"genre_scores_gemma":[0.990546,0.00002640148,0.008956823,0.0002971428,0.00008311128,0.000002463545,0.00001063551,0.00002175129,0.00005563154],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7748995,"threshold_uncertainty_score":0.3867117,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W6910381446","doi":"10.4231/d3cj87m40","title":"The Alternative Characteristic (AC) Model as Implemented for the BC Hydro SSHAC 3 Seismic Source Model","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Magnitude (astronomy); Source model; Range (aeronautics); Margin (machine learning); Ground motion; Exponential function; Event (particle physics); Earthquake prediction","retraction":null,"screen_n_in":null,"score":{"opus":0.01054448322934455,"gpt":0.2510119612101781,"spread":0.2404674779808335,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003034759,0.0002641366,0.0002411341,0.00005267506,0.0004445057,0.00008986301,0.0005153522,0.00003825882,0.000005233048],"category_scores_gemma":[0.00003656168,0.0001729177,0.0001656065,0.0001169277,0.0000508585,0.0001259326,0.0001184508,0.0002264935,0.00004466976],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008755629,"about_ca_system_score_gemma":0.00001338723,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001600721,"about_ca_topic_score_gemma":0.000004747006,"domain_scores_codex":[0.9985743,0.00002162146,0.0003638114,0.0002712995,0.0001892906,0.0005796439],"domain_scores_gemma":[0.9990308,0.000287483,0.0001137086,0.000434912,0.00006837638,0.00006466814],"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":[0.00001847178,0.00001039341,0.00006791289,0.00001710899,0.0001032062,1.683232e-7,0.0002718857,0.9382796,0.0002531576,0.0001501265,0.0004427851,0.06038517],"study_design_scores_gemma":[0.000673551,0.00002385988,0.00004543829,0.00004467223,0.00004629601,0.000002857568,0.00006541693,0.980054,0.0005685901,0.001237159,0.01702202,0.0002161497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2520611,0.00008547184,0.7464955,0.0002467538,0.0002168078,0.0002299046,0.0000181074,0.0001860158,0.0004602992],"genre_scores_gemma":[0.9964239,0.0001052117,0.001262555,0.001088919,0.0002436143,0.00002548444,0.00003909311,0.00006016211,0.0007510434],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.745233,"threshold_uncertainty_score":0.705138,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7084419560","doi":"10.17603/ds2-shf1-9c78","title":"Uniform cyclic direct simple shear tests on Ottawa F65 sand, in Direct simple shear testing on Ottawa F65 sand under uniform and irregular cyclic loading","year":2025,"lang":"en","type":"dataset","venue":"Texas Advanced Computing Center","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Simple shear; Shear stress; Shear (geology); Direct shear test; Cyclic stress; Curvature","retraction":null,"screen_n_in":null,"score":{"opus":0.01428341793171757,"gpt":0.2567090722731266,"spread":0.242425654341409,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008545545,0.00109476,0.001485482,0.00096867,0.0006621264,0.0003637942,0.0007956652,0.0004018579,0.0002978147],"category_scores_gemma":[0.0004594279,0.0009664632,0.0002910615,0.001453211,0.0001838347,0.0002842143,0.0002063506,0.001172644,0.0000833012],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001133055,"about_ca_system_score_gemma":0.0001088137,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00559621,"about_ca_topic_score_gemma":0.002786147,"domain_scores_codex":[0.9944761,0.000273566,0.001238981,0.001714777,0.0007405897,0.001555951],"domain_scores_gemma":[0.9955258,0.002331135,0.000609063,0.001058336,0.00007930028,0.0003963882],"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":[0.0002601294,0.0004558685,0.1227651,0.0008299933,0.0005392159,0.0003860587,0.00008717019,0.3409941,0.00004600024,0.00002939074,0.4465941,0.08701287],"study_design_scores_gemma":[0.003635146,0.0009728069,0.1070535,0.003198995,0.0003048722,0.00005583574,0.0002238649,0.07123637,0.0001492346,0.0009375374,0.8095414,0.00269042],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.2324222,0.002078035,0.0001799665,0.000580336,0.001843051,0.00196536,0.730472,0.0005982876,0.02986078],"genre_scores_gemma":[0.4644757,0.0004062022,0.001229655,0.002939351,0.000611963,0.000003502083,0.529927,0.00005675948,0.0003499039],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.3629473,"threshold_uncertainty_score":0.9992786,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}