{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":4,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":4,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"56baf573dacd","filters":{"venue":"NCHRP-IDEA Program Project Final Report"}},"results":[{"id":"W658114565","doi":"","title":"DEVELOPMENT OF A FRACTURE MECHANICS-BASED ASPHALT BINDER TEST METHOD FOR LOW TEMPERATURE PERFORMANCE PREDICTION","year":2004,"lang":"en","type":"article","venue":"NCHRP-IDEA Program Project Final Report","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Cracking; Fracture mechanics; Asphalt; Structural engineering; Fracture (geology); Materials science; Asphalt concrete; Engineering; Composite material","authors":[{"name":"Sam Hesp","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03187434409691584,"gpt":0.3234826481176278,"spread":0.291608304020712,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001107804,0.0006310479,0.0004969121,0.001403128,0.0002962264,0.0006570973,0.001187707,0.0004479901,0.00159462],"category_scores_gemma":[0.002559988,0.0003595083,0.000319939,0.0006115964,0.0003106866,0.0005391946,0.0004485054,0.0004613553,0.0008280074],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007034611,"about_ca_system_score_gemma":0.001812748,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02391296,"about_ca_topic_score_gemma":0.05188543,"domain_scores_codex":[0.9984621,0.0001814195,0.00006517837,0.0001834424,0.001046089,0.00006167441],"domain_scores_gemma":[0.9985525,0.0002575,0.0001588052,0.0001376819,0.0008463163,0.00004721021],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002109085,0.0002709944,0.04320307,0.000278573,0.00007637731,0.0001527163,0.000447313,0.04053466,0.3439673,0.002735178,0.001997605,0.5661253],"study_design_scores_gemma":[0.0001394612,0.001328649,0.06747541,0.00005341907,0.0000906794,0.0004766601,0.0002186402,0.6506377,0.2648893,0.001104736,0.01339124,0.0001940505],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07018474,0.00009107564,0.922463,0.00004983922,0.00001963926,0.0004502472,0.0006469711,0.003464773,0.002629875],"genre_scores_gemma":[0.3366,0.000106248,0.6580772,0.00002761611,0.000008457974,0.0004636654,0.0009214926,0.0001904705,0.003604809],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02391296,"threshold_uncertainty_score":0.04754758,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W398753737","doi":"","title":"LIQUEFACTION MITIGATION USING VERTICAL COMPOSITE DRAINS: FULL SCALE TESTING","year":2004,"lang":"en","type":"article","venue":"NCHRP-IDEA Program Project Final Report","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Settlement (finance); Geology; Explosive material; Pore water pressure; Rock blasting; Dissipation; Environmental science","authors":[{"name":"Kyle M. Rollins","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03816228772735484,"gpt":0.2883936938723444,"spread":0.2502314061449896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003033156,0.0003017932,0.0003492916,0.0002930863,0.0002724727,0.0003391562,0.0006300681,0.0002441199,0.001086969],"category_scores_gemma":[0.0006470818,0.0001697563,0.0001703059,0.0002598505,0.0003690622,0.0002516739,0.0004674833,0.0001904823,0.0001105508],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006132185,"about_ca_system_score_gemma":0.0005243926,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006912821,"about_ca_topic_score_gemma":0.02095277,"domain_scores_codex":[0.9997894,0.00002096524,0.000009459239,0.0000389473,0.00009862141,0.00004266577],"domain_scores_gemma":[0.9997075,0.0000764908,0.00004448236,0.00003568376,0.00008503028,0.00005088622],"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":[0.0011661,0.000619368,0.02670388,0.0001931848,0.00002869535,0.000348452,0.0004261588,0.04746566,0.8841964,0.0002016132,0.0003122593,0.0383383],"study_design_scores_gemma":[0.00022474,0.009555071,0.07028656,0.0000296591,0.0000650531,0.0002077928,0.0009980641,0.1031158,0.812295,0.0002396791,0.002913365,0.00006921525],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978063,0.0000134197,0.001762255,0.00000554468,0.000002115123,0.00001977744,0.00005730268,0.00005105362,0.0002822765],"genre_scores_gemma":[0.9976289,0.00002328562,0.001788416,0.000005340194,5.615098e-7,0.00001489478,0.0000533477,0.00001097205,0.0004743248],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006912821,"threshold_uncertainty_score":0.01374519,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W645390406","doi":"","title":"Liquefaction Mitigation Using Vertical Composite Drains: Full-Scale Testing for Pile Applications","year":2007,"lang":"en","type":"article","venue":"NCHRP-IDEA Program Project Final Report","topic":"Geotechnical Engineering and Underground Structures","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":"Liquefaction; Pile; Explosive material; Geotechnical engineering; Full scale; Work (physics); Scale (ratio); Load testing; Pore water pressure; Environmental science; Geology; Engineering; Structural engineering","authors":[{"name":"Kyle M. Rollins","is_ca":false},{"name":"Spencer R. Strand","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03300854155259956,"gpt":0.3123020768646986,"spread":0.2792935353120991,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002594651,0.0002603842,0.0002494094,0.0003263704,0.0002859432,0.0002554186,0.0004008283,0.0002866403,0.001215789],"category_scores_gemma":[0.0005953017,0.0001184898,0.0001581556,0.0002430226,0.0002842761,0.0002588723,0.0003783444,0.0001651357,0.0001486138],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002785616,"about_ca_system_score_gemma":0.0003640408,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001595324,"about_ca_topic_score_gemma":0.004753347,"domain_scores_codex":[0.9998159,0.00002541782,0.000008112857,0.00002367792,0.00009714464,0.00002975259],"domain_scores_gemma":[0.9996616,0.00009251777,0.00004520952,0.00004014497,0.0001156906,0.00004489142],"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":[0.0004961977,0.000190557,0.004707999,0.0001438524,0.000009266934,0.0001603019,0.0001508393,0.007357802,0.9676134,0.00009492518,0.0001495679,0.01892534],"study_design_scores_gemma":[0.00007589831,0.004012224,0.01285082,0.00001595222,0.00002230208,0.0002080732,0.0003553476,0.01561967,0.9649081,0.0001183658,0.001787762,0.00002556322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9926867,0.00003641397,0.006428727,0.0000192137,0.000005063514,0.00004202325,0.00007923858,0.0001111279,0.0005914804],"genre_scores_gemma":[0.9949473,0.00003618488,0.004343786,0.000009048213,0.000001053991,0.00001849479,0.00004885259,0.00001027459,0.0005849698],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001595324,"threshold_uncertainty_score":0.004067183,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W631420926","doi":"","title":"Development of an Improved Asphalt Binder Specification Testing Approach","year":2006,"lang":"en","type":"article","venue":"NCHRP-IDEA Program Project Final Report","topic":"Asphalt Pavement Performance Evaluation","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":"Asphalt; Christian ministry; Fracture (geology); Creep; Test (biology); Work (physics); Geotechnical engineering; Forensic engineering; Engineering; Civil engineering; Materials science; Geology; Composite material; Mechanical engineering","authors":[{"name":"Simon A.M. Hesp","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.08717548838887404,"gpt":0.3186551798220138,"spread":0.2314796914331398,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002651159,0.001125189,0.0008880896,0.002587458,0.0003487917,0.001256027,0.002881434,0.000822415,0.003239613],"category_scores_gemma":[0.005264387,0.0006012325,0.0007176477,0.0008018336,0.0004999385,0.001976353,0.001624604,0.001078023,0.001628444],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006128589,"about_ca_system_score_gemma":0.001985194,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004581019,"about_ca_topic_score_gemma":0.00629065,"domain_scores_codex":[0.9949707,0.0007686128,0.0002722589,0.0006450173,0.003154543,0.0001889356],"domain_scores_gemma":[0.9950405,0.001045061,0.0002442432,0.0008850498,0.002674876,0.0001103335],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001844106,0.0007197587,0.006765604,0.0003012668,0.0001067665,0.0002519698,0.0005011637,0.04559411,0.2050053,0.01278866,0.002756644,0.7250243],"study_design_scores_gemma":[0.0001369294,0.0008671397,0.005691388,0.00008982003,0.0001086376,0.000617003,0.0002708489,0.7858338,0.1654512,0.007707813,0.03309311,0.0001323242],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.007930428,0.0000275443,0.9870704,0.00004802391,0.00001358566,0.0002329304,0.0001119723,0.00265652,0.00190855],"genre_scores_gemma":[0.07880637,0.00005770913,0.9175016,0.00006335117,0.00001487616,0.0003129471,0.000412061,0.0002159591,0.002615134],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004581019,"threshold_uncertainty_score":0.0140208,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}