{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":15,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":15,"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":"3ddb8f228e3c","filters":{"venue":"PCI Journal"}},"results":[{"id":"W2992772899","doi":"10.15554/pcij52.6-05","title":"Gold Bar Wastewater Treatment Plant","year":2007,"lang":"en","type":"article","venue":"PCI Journal","topic":"Membrane Separation Technologies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Clarifier; Precast concrete; Wastewater; Waste management; Sewage treatment; Environmental science; Bar (unit); Engineering; Environmental engineering; Civil engineering; Geology; Oceanography","retraction":null,"screen_n_in":null,"score":{"opus":0.020666451054623,"gpt":0.245958682296448,"spread":0.225292231241825,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0002712386,0.00008626262,0.00008009662,0.00003898412,0.00009282689,0.00003614485,0.0001554391,0.00004670299,0.004071305],"category_scores_gemma":[0.00001518263,0.00005735239,0.00004260876,0.00006148047,0.00006150812,0.0001340018,0.00004494877,0.0001087748,0.001747821],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002236643,"about_ca_system_score_gemma":0.000005135425,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002257537,"about_ca_topic_score_gemma":0.00004103254,"domain_scores_codex":[0.9992436,0.00001392823,0.0001800438,0.0001080915,0.0002045298,0.0002497729],"domain_scores_gemma":[0.9996896,0.00002161555,0.00006210186,0.0001329477,0.000002339739,0.00009134085],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002476561,0.000538612,0.1243281,0.000008079538,0.0001134099,0.001302641,0.002618327,0.002751929,0.5697027,0.0008768615,0.09307221,0.2044394],"study_design_scores_gemma":[0.0009422887,0.0004594879,0.02473695,0.00001244595,0.00001945732,0.001800129,0.0004918241,0.0002987904,0.6257517,0.001361298,0.3438528,0.0002727891],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9753149,0.00004448902,0.000238589,0.0005805295,0.0001777896,0.00006219615,0.000002069986,0.00005405602,0.02352538],"genre_scores_gemma":[0.9939655,0.0000846545,0.001900648,0.00009404499,0.00007706737,0.000001026035,0.000001479826,0.000006763558,0.003868818],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2507806,"threshold_uncertainty_score":0.9990295,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2315015110","doi":"10.15554/pcij.09012010.100.125","title":"Concrete capacity design of Cazaly hangers in shallow members","year":2010,"lang":"en","type":"article","venue":"PCI Journal","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Forensic engineering; Engineering; Structural engineering; Geotechnical engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.01687265157223045,"gpt":0.2056752057305035,"spread":0.1888025541582731,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002037112,0.00008356892,0.0001483771,0.0001571882,0.00002207441,0.00002200907,0.00009679481,0.0000597501,0.0003807663],"category_scores_gemma":[0.0000501377,0.00007614781,0.00006004389,0.000169897,0.00002782062,0.0001056032,0.000004153737,0.0003927241,0.000004141488],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002925318,"about_ca_system_score_gemma":0.00001242099,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003732815,"about_ca_topic_score_gemma":0.00004385267,"domain_scores_codex":[0.9994655,0.00001648768,0.0002067559,0.00005243823,0.0001197126,0.0001390671],"domain_scores_gemma":[0.9997294,0.00003976542,0.0000345601,0.00008078879,0.00003304855,0.00008245281],"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":[0.000006111188,0.000001052367,0.001060283,0.00002015096,0.00007373558,0.00001008042,0.0005902832,0.69235,0.3030275,0.0001035273,0.0003262921,0.002431049],"study_design_scores_gemma":[0.0005654395,0.00002365715,0.005191827,0.00003215297,0.00003569648,0.0001597594,0.0001593777,0.9537458,0.03916948,0.0001511017,0.0005395515,0.0002261133],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9085749,0.0000788189,0.09001328,0.0000438722,0.0005443713,0.0000343342,0.000002489265,0.0000503358,0.0006575473],"genre_scores_gemma":[0.9908099,0.00003394043,0.009042062,0.00001104507,0.00007076729,8.067084e-7,7.277492e-7,0.0000118316,0.00001892612],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.263858,"threshold_uncertainty_score":0.4169124,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4283704811","doi":"10.15554/pcij67.4-02","title":"Flexural strength of post-tensioned concrete-filled fiber-reinforced polymer rectangular tube beams","year":2022,"lang":"en","type":"article","venue":"PCI Journal","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","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":"Flexural strength; Flange; Materials science; Composite material; Tube (container); Structural engineering; Fibre-reinforced plastic; Fiber; Serviceability (structure); Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.008628692296519254,"gpt":0.2152042710100645,"spread":0.2065755787135452,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002216345,0.0003085195,0.0004681177,0.0002675133,0.0003157404,0.00005404092,0.0004650444,0.00009264715,0.006710976],"category_scores_gemma":[0.00007219944,0.0002948235,0.0003177023,0.0003181481,0.00006633232,0.0002608954,0.0001473189,0.0008900554,0.0000289535],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002095981,"about_ca_system_score_gemma":0.00008723655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005021245,"about_ca_topic_score_gemma":2.283187e-7,"domain_scores_codex":[0.9977978,0.00007200363,0.0006947789,0.0001750128,0.0007322215,0.0005281579],"domain_scores_gemma":[0.9989269,0.00009634547,0.0002083031,0.0003361488,0.0001790343,0.0002532177],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002638947,5.520612e-7,0.00008341611,0.00003285754,0.000267378,0.0002030068,0.0008689513,0.02195736,0.9608719,0.0002855351,0.001872432,0.01329275],"study_design_scores_gemma":[0.005047855,0.001050545,0.0007023528,0.00009118918,0.0003147245,0.006139908,0.002224076,0.03034865,0.9462545,0.00003090828,0.006536276,0.001259048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957456,0.00111574,0.00008515071,0.0001053263,0.001157826,0.0001822882,0.0000695997,0.0001903344,0.00134814],"genre_scores_gemma":[0.9962239,0.00003624838,0.001124063,0.0001040988,0.0001933163,0.00000980785,0.00005457212,0.00007412602,0.002179852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01461739,"threshold_uncertainty_score":0.9999504,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401755634","doi":"10.15554/pcij69.5-02","title":"Creep and Shrinkage of Nonproprietary Ultra-High-Performance Concrete","year":2024,"lang":"en","type":"article","venue":"PCI Journal","topic":"Concrete Properties and Behavior","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":"Shrinkage; Creep; Materials science; Composite material; Structural engineering; Forensic engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.008496946242389822,"gpt":0.1929139510091096,"spread":0.1844170047667198,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001337085,0.0001000273,0.0001408415,0.00005956489,0.00004523975,0.00007375298,0.00008345718,0.00004457742,0.0002298816],"category_scores_gemma":[0.000004861825,0.00007663363,0.00004129122,0.00007215645,0.00004112216,0.0001977013,0.00001506414,0.0003141247,0.00001589994],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001854178,"about_ca_system_score_gemma":0.00001728238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001002931,"about_ca_topic_score_gemma":6.322698e-7,"domain_scores_codex":[0.9994152,0.00000791256,0.0002074059,0.00007723416,0.0001278207,0.0001644174],"domain_scores_gemma":[0.9997826,0.00001860452,0.00001559292,0.00007867153,0.00002748325,0.00007704789],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00003418144,0.000002639141,0.006443514,0.0008804153,0.0001624376,0.0001762786,0.001048857,0.00070036,0.6655838,0.00009795769,0.001413463,0.3234561],"study_design_scores_gemma":[0.001937933,0.001038957,0.03771739,0.001993201,0.0004200851,0.00554028,0.0006023839,0.1714863,0.7231883,0.000158498,0.05456214,0.001354488],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9898946,0.008117306,0.0002819837,0.00006166276,0.0005682501,0.00004567996,0.000006056448,0.00007699398,0.0009474249],"genre_scores_gemma":[0.9967571,0.002419348,0.0004902127,0.00001441091,0.0001723029,0.000001448642,0.000001029356,0.00002275388,0.0001214165],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3221016,"threshold_uncertainty_score":0.3125029,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4312564516","doi":"10.15554/pcij67.6-03","title":"Behavior of reinforcing bar connections of hollow-core slabs to masonry walls under in-plane forces","year":2022,"lang":"en","type":"article","venue":"PCI Journal","topic":"Structural Response to Dynamic Loads","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":"Structural engineering; Masonry; Bar (unit); Stiffness; Tension (geology); Failure mode and effects analysis; Shear (geology); Spall; Materials science; Slab; Compression (physics); Core (optical fiber); Shear wall; Geotechnical engineering; Composite material; Engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.01607681027271481,"gpt":0.2504389267128365,"spread":0.2343621164401217,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002469633,0.0001053604,0.0002108765,0.0003184031,0.0000795099,0.0000123391,0.000200879,0.00003478465,0.001039453],"category_scores_gemma":[0.00006661666,0.0001050471,0.00007745474,0.0002761028,0.00001734495,0.00009264191,0.00006008093,0.0003762664,0.000004231195],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002148092,"about_ca_system_score_gemma":0.00004989572,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000509834,"about_ca_topic_score_gemma":0.00003309092,"domain_scores_codex":[0.9989944,0.00002935099,0.0003989233,0.00007881855,0.0002835723,0.0002148954],"domain_scores_gemma":[0.999543,0.0001153644,0.00008333514,0.0001342954,0.0000397017,0.00008436705],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001553765,0.00001326395,0.01281369,0.0000537891,0.00007933052,0.00009656295,0.001647159,0.6096894,0.3694128,0.0009244789,0.0003717619,0.004742415],"study_design_scores_gemma":[0.01058286,0.002901508,0.6799251,0.0007955136,0.0005704985,0.01282769,0.01900939,0.07393707,0.1829302,0.004301037,0.009634761,0.002584307],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979763,0.0001308108,0.0004968464,0.00005910903,0.0005249626,0.0001170622,0.0000297933,0.00002601453,0.0006391209],"genre_scores_gemma":[0.9987897,0.00001934748,0.0007974599,0.00002233985,0.00003867237,0.000009882442,0.000003681454,0.00001909295,0.0002998236],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6671114,"threshold_uncertainty_score":0.9998738,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401013860","doi":"10.15554/pcij60.1-ps1","title":"Project Spotlight: Precast concrete replaces cast stone at Boston College","year":2015,"lang":"en","type":"article","venue":"PCI Journal","topic":"BIM and Construction Integration","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":"Precast concrete; Facade; Glory; Engineering; Arch; Pavilion; Forensic engineering; Civil engineering; Architectural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02651562424863152,"gpt":0.2390334027801721,"spread":0.2125177785315406,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000242517,0.0001248096,0.0001404531,0.0001123071,0.0001271805,0.00006503831,0.00008807643,0.00007943419,0.0001673775],"category_scores_gemma":[0.00003274057,0.0001057411,0.00005304661,0.0001445181,0.00003939789,0.0002447722,0.00001647775,0.0002704591,0.00009506408],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002621714,"about_ca_system_score_gemma":0.00009055019,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001558985,"about_ca_topic_score_gemma":0.00003984402,"domain_scores_codex":[0.9991909,0.00003964527,0.0002499058,0.00009945584,0.0002274909,0.0001926408],"domain_scores_gemma":[0.9995471,0.00001606673,0.00006964781,0.0001109248,0.0001135576,0.0001426844],"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":[0.0007433508,0.00002238195,0.00929697,0.000121829,0.0004412908,0.0004233176,0.008465505,0.003727211,0.03423086,0.004624282,0.9089751,0.02892792],"study_design_scores_gemma":[0.00318678,0.0004182546,0.0008357437,0.000196236,0.00009877792,0.02942179,0.004165661,0.02542637,0.04592622,0.000466491,0.8891066,0.0007510544],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9529639,0.001422352,0.000819765,0.0002327943,0.002855892,0.0001679584,0.00003816157,0.0002105003,0.0412887],"genre_scores_gemma":[0.9952933,0.0001008993,0.001002894,0.00002917702,0.0006070461,0.000006404768,0.000005395056,0.00002878361,0.002926118],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0423294,"threshold_uncertainty_score":0.4311996,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4400577291","doi":"10.15554/pcij61.1-ps1","title":"Project Spotlight: NetZero Precast Concrete Duplex first of its kind","year":2016,"lang":"en","type":"article","venue":"PCI Journal","topic":"Full-Duplex Wireless Communications","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":"Precast concrete; Duplex (building); Structural engineering; Engineering; Forensic engineering; Chemistry","retraction":null,"screen_n_in":null,"score":{"opus":0.02548039113682547,"gpt":0.2339538071127975,"spread":0.208473415975972,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002090991,0.0001517904,0.0002132981,0.0001473897,0.0001216978,0.0000389311,0.0004825979,0.00007859316,0.0003675636],"category_scores_gemma":[0.0001177821,0.0001101292,0.00009641033,0.0001807718,0.00005831759,0.0002592955,0.0000699146,0.000260257,0.0001031489],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009430852,"about_ca_system_score_gemma":0.00005726808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005662733,"about_ca_topic_score_gemma":0.00002028871,"domain_scores_codex":[0.9989595,0.00004576164,0.0004068975,0.00009678935,0.0002083627,0.0002827042],"domain_scores_gemma":[0.999072,0.0001815512,0.000124204,0.0003905692,0.0001298149,0.0001018981],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001779543,0.00009107415,0.007310589,0.0006845178,0.001012661,0.0001012565,0.006473955,0.09816331,0.7605954,0.003212725,0.06599098,0.05618561],"study_design_scores_gemma":[0.006077428,0.0004341176,0.01585975,0.002965873,0.0001908039,0.002310054,0.0003236526,0.2091068,0.2030229,0.00006747102,0.5580484,0.001592766],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928393,0.00207883,0.001396485,0.0007974102,0.0003860876,0.0001969386,0.00003913643,0.000134788,0.002131057],"genre_scores_gemma":[0.9957903,0.001887751,0.001711447,0.00001105294,0.0001888244,0.000008960511,0.000001836054,0.00004692097,0.0003529073],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5575725,"threshold_uncertainty_score":0.4490937,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4400642238","doi":"10.15554/pcij62.6-ps2","title":"Project Spotlight: Hollow-core smart floors save energy in new schools","year":2017,"lang":"en","type":"article","venue":"PCI Journal","topic":"Building Energy and Comfort Optimization","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":"Precast concrete; Architectural engineering; Engineering; Core (optical fiber); Function (biology); Telecommunications; Civil engineering; Engineering physics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02382068755015685,"gpt":0.2437011683691429,"spread":0.219880480818986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001438417,0.0001293085,0.0001451981,0.0001639943,0.0002170422,0.000235854,0.0003073288,0.00009752134,0.0000448869],"category_scores_gemma":[0.00004288406,0.000119006,0.00006550666,0.00008278104,0.00001214729,0.0003901038,0.00003226929,0.000346779,0.000005615897],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007676084,"about_ca_system_score_gemma":0.0001067416,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001708385,"about_ca_topic_score_gemma":0.0002003629,"domain_scores_codex":[0.9992851,0.00001168292,0.0002092016,0.000102451,0.0001444416,0.0002471439],"domain_scores_gemma":[0.9995477,0.000007698611,0.00007492056,0.0002460813,0.00002238944,0.0001011797],"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":[0.00005872895,0.00004466246,0.04314142,0.00002197716,0.000120041,0.0002355284,0.000342206,0.8274766,0.001112246,0.005100955,0.03133618,0.09100942],"study_design_scores_gemma":[0.006829133,0.0002151354,0.05959313,0.001228215,0.0001124054,0.001632119,0.0002311217,0.5505857,0.01223782,0.01568277,0.3495539,0.002098541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9141068,0.001929168,0.05131805,0.0008778262,0.004326962,0.00015151,0.000004239596,0.0003759436,0.02690943],"genre_scores_gemma":[0.9928893,0.0006352782,0.004364514,0.00005073269,0.0005617421,0.000002744028,0.000003568562,0.00003739211,0.001454688],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3182177,"threshold_uncertainty_score":0.4852922,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4402639169","doi":"10.15554/pcij53.1-06","title":"Sustainability and Precast Prestressed Concrete","year":2008,"lang":"en","type":"article","venue":"PCI Journal","topic":"Civil and Structural Engineering Research","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":"Precast concrete; Prestressed concrete; Sustainability; Structural engineering; Engineering; Civil engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009358438328586507,"gpt":0.2067567105622195,"spread":0.197398272233633,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009010029,0.0000822951,0.00009935294,0.00005023381,0.0001085316,0.00003800322,0.00007798322,0.00003602773,0.00007019987],"category_scores_gemma":[0.00008524636,0.00006904452,0.00002934734,0.00006677645,0.00005527892,0.0001187414,0.00001911809,0.0003143263,0.000002489349],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006056576,"about_ca_system_score_gemma":0.000029777,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000702615,"about_ca_topic_score_gemma":8.607464e-7,"domain_scores_codex":[0.9994311,0.00001336977,0.0001171601,0.00006676352,0.0001392483,0.0002323574],"domain_scores_gemma":[0.9996454,0.000041919,0.00000934667,0.00008030084,0.00006868585,0.0001543722],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0003869253,0.0000358599,0.1697635,0.003322904,0.0008731995,0.004333477,0.01341055,0.4079353,0.06852065,0.001941336,0.06056979,0.2689065],"study_design_scores_gemma":[0.003304217,0.000351685,0.5517885,0.0001389617,0.00003865116,0.01957447,0.0004038273,0.3524412,0.01007257,0.004725902,0.05597237,0.001187629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969004,0.001120897,0.0005230682,0.0001445156,0.0001199017,0.0000554177,0.0000018958,0.00008172924,0.001052206],"genre_scores_gemma":[0.9989423,0.0004769264,0.0002110645,0.000003909335,0.0001447112,0.000001442469,5.529956e-7,0.00001203181,0.0002070876],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.382025,"threshold_uncertainty_score":0.2815554,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399422117","doi":"10.15554/pcij68.2-ps1","title":"Project Spotlight: 11 Hoyt makes complex facade panel design look easy","year":2023,"lang":"en","type":"article","venue":"PCI Journal","topic":"BIM and Construction Integration","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":"Facade; Panel data; Architectural engineering; Engineering; Computer science; Civil engineering; Economics; Econometrics","retraction":null,"screen_n_in":null,"score":{"opus":0.103193632572692,"gpt":0.265454781484379,"spread":0.162261148911687,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001885741,0.0001213387,0.0001203728,0.0002071299,0.0001444902,0.0001152625,0.0001186975,0.00007669328,0.0002732697],"category_scores_gemma":[0.00001692407,0.0001031791,0.00006968775,0.0002744423,0.00002785592,0.0001625974,0.000009637116,0.000304673,0.0003264567],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005521904,"about_ca_system_score_gemma":0.00004132187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006940712,"about_ca_topic_score_gemma":0.000006946398,"domain_scores_codex":[0.9992128,0.00004267129,0.0002278798,0.00008859768,0.0001890483,0.0002389976],"domain_scores_gemma":[0.9997298,0.00003103506,0.00004067114,0.00008039339,0.0000478012,0.00007035051],"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":[0.00009634827,0.00006273689,0.01752259,0.0002092454,0.0004453847,0.0003588079,0.003855402,0.08026597,0.08868662,0.009294244,0.505029,0.2941736],"study_design_scores_gemma":[0.002440446,0.0002186526,0.0682343,0.00031927,0.000141194,0.007250441,0.004343828,0.3540105,0.0251035,0.0102582,0.5262468,0.00143281],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4403247,0.001063137,0.5203434,0.001583793,0.006532761,0.0008097788,0.00005011776,0.003331084,0.02596126],"genre_scores_gemma":[0.9937809,0.0003043575,0.003615953,0.00006379422,0.0007665275,0.00001200702,0.000009171486,0.00004492753,0.001402387],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5534562,"threshold_uncertainty_score":0.4207522,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401741864","doi":"10.15554/pcij69.5-04","title":"Research Corner: ORNL next-generation materials research","year":2024,"lang":"en","type":"article","venue":"PCI Journal","topic":"Chemical Synthesis and Characterization","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Precast Prestressed Concrete Institute","funders":"Oak Ridge National Laboratory; U.S. Department of Energy","keywords":"Engineering; Environmental science; Forensic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.2584470177442506,"gpt":0.3918091499450779,"spread":0.1333621322008273,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.003703443,0.00006436674,0.00007797818,0.00008574346,0.000407347,0.0009758722,0.0002109724,0.00007033212,0.02282761],"category_scores_gemma":[0.0001700109,0.00004918989,0.00003134538,0.0004169999,0.0001397994,0.0004258502,0.0001437613,0.0004676365,0.003037528],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003090338,"about_ca_system_score_gemma":0.00002854477,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004877682,"about_ca_topic_score_gemma":0.00000887878,"domain_scores_codex":[0.9979467,0.0003629938,0.0002208382,0.0002147247,0.0008931709,0.0003616159],"domain_scores_gemma":[0.9995351,0.0001456523,0.00002189248,0.0001223938,0.0000400516,0.0001348918],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000008114059,0.00002315008,0.000223249,0.000006171701,0.000003819021,0.00002011725,0.0001356919,0.000006166326,0.9405912,0.0001887696,0.0342734,0.02452022],"study_design_scores_gemma":[0.00008473839,0.00006531356,0.003230531,0.0000837119,0.000004886611,0.0001573954,0.0001135157,0.001433384,0.8412599,0.002674383,0.1507673,0.0001249703],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9923774,0.0001584658,0.00011281,0.001871327,0.00041298,0.00008087339,0.000004608311,0.00002037693,0.00496118],"genre_scores_gemma":[0.996244,0.0003603878,0.0001479952,0.00003704117,0.001327618,0.000006936582,0.00001120479,0.00001551275,0.00184929],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1164939,"threshold_uncertainty_score":0.9977387,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399731882","doi":"10.15554/pcij65.5-m","title":" Meet Vilas Mujumdar ","year":2020,"lang":"fr","type":"article","venue":"PCI Journal","topic":"Turkish Literature and 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":"Business","retraction":null,"screen_n_in":null,"score":{"opus":0.02681934297241133,"gpt":0.2017983203320672,"spread":0.1749789773596559,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["scholarly_communication","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0001154192,0.0002324279,0.0002534083,0.00003122533,0.0007770035,0.001461381,0.0002531056,0.0001399981,0.02103937],"category_scores_gemma":[0.00003484466,0.000183326,0.0002659836,0.00005823785,0.0001708314,0.0005530844,0.00004169054,0.0008401581,0.0008682554],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003513625,"about_ca_system_score_gemma":0.00006618943,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000138084,"about_ca_topic_score_gemma":0.00003640858,"domain_scores_codex":[0.9987098,0.00006970132,0.000347398,0.0001843901,0.0002896384,0.0003990876],"domain_scores_gemma":[0.9990757,0.00002185917,0.0001604724,0.00009612345,0.0002021245,0.0004437293],"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":[0.00003493941,0.0000502098,0.00003809325,0.00006082913,0.0001049091,0.0003210047,0.05047166,0.000005714419,0.0001050623,0.286625,0.6582097,0.003972892],"study_design_scores_gemma":[0.0004762587,0.0002368012,0.00002369151,0.0001619474,0.000118333,0.000537731,0.004688277,0.00004190923,0.00007995626,0.005145865,0.9882445,0.0002447321],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.00704681,0.1793564,0.00009229282,0.1994448,0.01015559,0.0001391606,0.0003074736,0.00008160123,0.6033759],"genre_scores_gemma":[0.3958429,0.003900265,0.0006649568,0.04903304,0.1149195,0.000003120047,0.00003601643,0.0001199055,0.4354803],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.3887961,"threshold_uncertainty_score":0.9999097,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4401542232","doi":"10.15554/pcij57.2-m","title":"Meet S. K. Ghosh","year":2012,"lang":"war","type":"article","venue":"PCI Journal","topic":"Synthesis of Tetrazole Derivatives","field":"Chemistry","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":"Psychology; Political science","retraction":null,"screen_n_in":null,"score":{"opus":0.02490993105666491,"gpt":0.2672630504045085,"spread":0.2423531193478436,"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":[0.0008221501,0.0003790044,0.0004237283,0.0001186146,0.0003824439,0.0002591914,0.0007015415,0.0002855455,0.01546953],"category_scores_gemma":[0.0008674678,0.0003607577,0.0003561298,0.0001396482,0.0001525577,0.0008084072,0.0001520446,0.0009029477,0.001207735],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002350523,"about_ca_system_score_gemma":0.0001204788,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006297897,"about_ca_topic_score_gemma":8.273612e-7,"domain_scores_codex":[0.9972298,0.0001167412,0.0006374695,0.0002217434,0.0006830275,0.001111278],"domain_scores_gemma":[0.9977875,0.000333624,0.0005069277,0.0004493098,0.0001388494,0.0007838376],"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":[0.000223139,0.001953424,0.2512088,0.0004961326,0.001994953,0.0002635967,0.01095684,0.00001289281,0.2962092,0.001202716,0.3574484,0.0780298],"study_design_scores_gemma":[0.001317589,0.00004494614,0.01804956,0.0006687402,0.0003231916,0.003738384,0.003992451,0.00004972446,0.5564872,0.0007647982,0.4135616,0.001001762],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8368863,0.02772638,0.0001432697,0.003323221,0.002960271,0.00006756997,0.00004359656,0.00008732366,0.128762],"genre_scores_gemma":[0.9861419,0.00099034,0.001792047,0.000275474,0.00729173,0.000002112111,0.000002676801,0.0000803948,0.003423324],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.260278,"threshold_uncertainty_score":0.9998844,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405431195","doi":"10.15554/pcij70.1-m","title":"Meet George Morcous","year":2024,"lang":"fr","type":"article","venue":"PCI Journal","topic":"Musicology and Musical Analysis","field":"Arts and Humanities","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Research Council Canada; Concordia University; Cairo University; McGill University; University of Nebraska-Lincoln","keywords":"George (robot); Art; Art history","retraction":null,"screen_n_in":null,"score":{"opus":0.02200370174233126,"gpt":0.2463914759794556,"spread":0.2243877742371243,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["scholarly_communication","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004809994,0.0001891427,0.0002631442,0.0001898827,0.0008960486,0.001083935,0.0001833111,0.0001366541,0.1073328],"category_scores_gemma":[0.00003719082,0.0001491364,0.0004182544,0.00008576554,0.0004266612,0.0003502309,0.00005112445,0.0007535322,0.002826967],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007998669,"about_ca_system_score_gemma":0.0001366495,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001861208,"about_ca_topic_score_gemma":0.0005150217,"domain_scores_codex":[0.9986291,0.0001253564,0.0003679632,0.000201858,0.0002259437,0.0004497859],"domain_scores_gemma":[0.9993336,0.0001453681,0.00006656002,0.000118824,0.0001072124,0.0002284788],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000009046429,0.00008265907,0.00001267461,0.00008259038,0.0004481974,0.0009536773,0.004197841,0.00001990713,0.00002848264,0.5658303,0.3989559,0.02937862],"study_design_scores_gemma":[0.0001306545,0.00008683921,0.00002950703,0.0002199933,0.0006019576,0.0009153816,0.0005306511,0.001553265,0.00001484679,0.03982826,0.9559026,0.0001860438],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.03979314,0.212056,0.0007021864,0.1019619,0.03272213,0.00009741021,0.0001392359,0.0001184144,0.6124096],"genre_scores_gemma":[0.3177067,0.003461103,0.00009116816,0.002861991,0.02270373,0.000002731687,0.000006304547,0.0000372541,0.653129],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.5569467,"threshold_uncertainty_score":0.999953,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4400577155","doi":"10.15554/pcij61.3-ps1","title":"Project Spotlight: Precast concrete arches meet demands of Canadian bridge project","year":2016,"lang":"en","type":"article","venue":"PCI Journal","topic":"Structural Engineering and Vibration 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":"Precast concrete; Arch; Bridge (graph theory); Engineering; Arch bridge; Civil engineering; Forensic engineering; Construction engineering; Architectural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03322403483742947,"gpt":0.2365677963950296,"spread":0.2033437615576001,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001684379,0.0001359202,0.0002027042,0.0007986963,0.00005825935,0.00003668856,0.0001452792,0.00005846036,0.00009538986],"category_scores_gemma":[0.00005670969,0.00008941208,0.0001089162,0.0004401262,0.00003463243,0.0001535336,0.000008035477,0.0001185352,0.000007290457],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001091389,"about_ca_system_score_gemma":0.0001623732,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003335588,"about_ca_topic_score_gemma":0.003620392,"domain_scores_codex":[0.9991641,0.00002478091,0.000282709,0.00009185704,0.0001586868,0.0002778361],"domain_scores_gemma":[0.9995686,0.0000384022,0.00005245893,0.0001232273,0.00006714234,0.0001501141],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002342393,0.00002077321,0.02681481,0.001097728,0.005234366,0.0004662562,0.01391182,0.06171175,0.3719935,0.006338512,0.2103645,0.3018118],"study_design_scores_gemma":[0.006946889,0.0007312535,0.07688428,0.002030972,0.0008189866,0.00521152,0.001028583,0.2148584,0.3469501,0.0007857237,0.3403088,0.003444441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9585012,0.0007609852,0.02775675,0.0006418663,0.0007753546,0.0002561184,0.0001233086,0.0002570539,0.01092741],"genre_scores_gemma":[0.9982572,0.0002415661,0.001063493,0.00001245785,0.0001882644,0.000002911339,0.000002467942,0.00002576245,0.0002059362],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2983674,"threshold_uncertainty_score":0.5042434,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}