{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":3,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":3,"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":"3714aa30707e","filters":{"venue":"Jiban Kōgakkai ronbun hōkokushū"}},"results":[{"id":"W304467526","doi":"10.3208/sandf.45.4_1","title":"ON THE FAILURE OF GRANULAR MATERIALS WITH FABRIC EFFECTS","year":2005,"lang":"en","type":"article","venue":"Jiban Kōgakkai ronbun hōkokushū","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Anisotropy; Traction (geology); Granular material; Materials science; Invariant (physics); Shear (geology); Stress (linguistics); Mechanics; Composite material; Mathematics; Physics; Engineering; Mechanical engineering; Optics","authors":[{"name":"Pei Guo","is_ca":true},{"name":"Dieter Stolle","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002237166009359533,"gpt":0.1556569752774577,"spread":0.1534198092680982,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001489503,0.0002826351,0.0003164089,0.00009373031,0.0000676208,0.00004328432,0.0002858001,0.0001401176,0.0001638582],"category_scores_gemma":[0.00005354802,0.0001751875,0.0000773217,0.0002232077,0.00006162932,0.00007567352,0.00002437343,0.0002635747,0.00004052933],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005535185,"about_ca_system_score_gemma":0.0000112745,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001627203,"about_ca_topic_score_gemma":0.00001435514,"domain_scores_codex":[0.9988675,0.00003555995,0.0002581875,0.0001951403,0.0003003622,0.0003432842],"domain_scores_gemma":[0.9991519,0.0002090424,0.00004412026,0.0004880843,0.000030726,0.00007606413],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001044945,0.0001150861,0.00006311858,0.001775503,0.00032599,0.00003057316,0.0004593087,0.7159936,0.1747662,0.08095878,0.01749926,0.007908125],"study_design_scores_gemma":[0.002712645,0.001000913,0.01197043,0.00139547,0.0002283326,0.000119554,0.0001215376,0.01460212,0.9034454,0.006244618,0.05634013,0.0018188],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9839047,0.0003670169,0.0111,0.0006386281,0.0002726853,0.0003637904,0.00001816283,0.0005888877,0.002746201],"genre_scores_gemma":[0.9984144,0.0000207537,0.001014192,0.0001420251,0.0001571733,0.00003874108,0.000008305958,0.00006021118,0.0001441763],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7286793,"threshold_uncertainty_score":0.7143937,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2126629242","doi":"10.3208/sandf.45.2_77","title":"BEHAVIOUR OF GRANULAR MATERIALS IN RELATION TO THEIR FABRIC DEPENDENCIES","year":2005,"lang":"en","type":"article","venue":"Jiban Kōgakkai ronbun hōkokushū","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; University of Calgary","funders":"","keywords":"Dilatant; Isochoric process; Instability; Granular material; Geotechnical engineering; Liquefaction; Materials science; Stress (linguistics); Mechanics; Geology; Physics; Thermodynamics","authors":[{"name":"Richard Wan","is_ca":true},{"name":"Peijun Guo","is_ca":true},{"name":"Mohammad Abul Monsur Al-Mamun","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00782654520641461,"gpt":0.1908556402119055,"spread":0.1830290950054909,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003228018,0.0002190006,0.0003386355,0.0002634549,0.00002451276,0.00002074328,0.0002251367,0.0002022073,0.00007261281],"category_scores_gemma":[0.00005699008,0.0002190433,0.0000686749,0.000354738,0.0000111757,0.0001388483,0.00004737343,0.0002073285,0.00007015356],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001286213,"about_ca_system_score_gemma":0.0000129515,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006787656,"about_ca_topic_score_gemma":0.00007809215,"domain_scores_codex":[0.9987262,0.00002515267,0.0004863414,0.0002045822,0.0002116764,0.0003460722],"domain_scores_gemma":[0.999437,0.00003598085,0.0000378568,0.0003522713,0.00003530446,0.0001015304],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001926206,0.0000968677,0.0007240033,0.0001396378,0.00002264733,0.000009711557,0.001090608,0.8223139,0.1608231,0.00209392,0.0004393739,0.01222694],"study_design_scores_gemma":[0.001555912,0.000295738,0.1359089,0.0003994156,0.00007367106,0.00003947003,0.0003531079,0.1387695,0.711033,0.001341948,0.008696478,0.001532738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9906691,0.0002335262,0.007629975,0.0001051347,0.000287691,0.00023572,0.00002582408,0.0003557104,0.0004572601],"genre_scores_gemma":[0.9981247,0.00004079132,0.001507373,0.00003046691,0.0000782985,0.00004163237,0.00001436368,0.0000525318,0.0001098289],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6835444,"threshold_uncertainty_score":0.8932325,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W602625614","doi":"10.3208/sandf.45.5_121","title":"EFFECT OF HAMMER SHAPE ON ENERGY TRANSFER MEASUREMENT IN THE STANDARD PENETRATION TEST","year":2005,"lang":"en","type":"article","venue":"Jiban Kōgakkai ronbun hōkokushū","topic":"Engineering Applied Research","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Hammer; Standard penetration test; Penetration (warfare); Penetration test; Energy transfer; Materials science; Environmental science; Forensic engineering; Structural engineering; Engineering; Geotechnical engineering; Engineering physics; Operations research","authors":[{"name":"Chris R. Daniel","is_ca":true},{"name":"John A. Howie","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01123565343896997,"gpt":0.2278814442443302,"spread":0.2166457908053602,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00149065,0.000268561,0.0002904372,0.0002192689,0.00004461312,0.00003776646,0.0003286765,0.0001265169,0.0001209756],"category_scores_gemma":[0.0000811643,0.0001997233,0.00009422306,0.0003680521,0.00003802333,0.00008919375,0.00001239721,0.0003855892,0.00003401432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003215823,"about_ca_system_score_gemma":0.00002907849,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002733823,"about_ca_topic_score_gemma":0.0002085235,"domain_scores_codex":[0.9978488,0.0001031133,0.0003583967,0.0002338227,0.001028648,0.0004271864],"domain_scores_gemma":[0.9991041,0.0003492183,0.00001442836,0.000409524,0.00005233913,0.00007038072],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003135502,0.0002876396,0.001216765,0.0006276426,0.000133602,0.0000221614,0.001385435,0.6424007,0.1460199,0.003493188,0.005884426,0.198215],"study_design_scores_gemma":[0.003150478,0.002007272,0.007644138,0.0002702159,0.00006142743,0.00001063727,0.00006167685,0.168096,0.7688726,0.0000394369,0.04907884,0.0007072868],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9594366,0.001203849,0.01041465,0.0006757647,0.0002521291,0.0009982566,0.00004063719,0.0003792099,0.02659888],"genre_scores_gemma":[0.9993224,0.00007684624,0.0001073027,0.00004802202,0.0001749977,0.0001556435,0.000008827536,0.00006124478,0.00004470324],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6228527,"threshold_uncertainty_score":0.8144478,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}