{"meta":{"query_hash":"6edc1b2f1c7f","filters":{"venue":"Borneo Engineering Jurnal Teknik Sipil"},"cohort_total":1,"direct_labels_cover":0,"predictions_cover":1,"exported":1,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/6edc1b2f1c7f","api":"https://metacan.xera.ac/api/v1/cohort?venue=Borneo+Engineering+Jurnal+Teknik+Sipil"},"results":[{"id":"W2897603577","doi":"10.35334/be.v2i1.608","title":"Perbaikan dan Proteksi Pondasi Tiang Dermaga Dengan Metode Pile Encapsulation","year":2018,"lang":"en","type":"article","venue":"Borneo Engineering Jurnal Teknik Sipil","topic":"Engineering Structural Analysis Methods","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pier; Pile; Grout; Pile cap; DOCK; Epoxy; Geotechnical engineering; Sheet pile; Fibre-reinforced plastic; Civil engineering; Engineering; Geology; Structural engineering; Materials science; Marine engineering; Composite material","score_opus":0.007778725787540526,"score_gpt":0.22089667841338814,"score_spread":0.21311795262584762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897603577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7818696,0.001224961,0.21030027,0.000087695946,0.0015358351,0.0004553107,0.000022513917,0.0027887127,0.0017150876],"genre_scores_gemma":[0.9249744,0.00004566033,0.07292924,0.000038660553,0.0014043455,0.000052027077,0.000032516517,0.00021259913,0.00031056136],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973906,0.000058231777,0.00068224536,0.00048459548,0.0005157869,0.00086850196],"domain_scores_gemma":[0.9986252,0.00011563247,0.00008754644,0.0006360294,0.00017606288,0.0003594917],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046805813,0.0006353956,0.0005627126,0.00048824842,0.0001820466,0.00016841904,0.00052444043,0.00024840757,0.000082246705],"category_scores_gemma":[0.00025478203,0.0006435027,0.00025876478,0.00096067955,0.00006881082,0.0004930073,0.0000827882,0.00069893495,0.00009323348],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018342233,0.000030407356,0.0007241685,0.00033123797,0.00046131833,0.00005732907,0.0007422504,0.33842015,0.6307838,0.0013219332,0.0010055247,0.02610353],"study_design_scores_gemma":[0.0006498015,0.00013603097,0.03047044,0.0002194328,0.00019556463,0.00024096653,0.000052903062,0.672799,0.23320206,0.00012664754,0.0605073,0.0013998827],"about_ca_topic_score_codex":0.000016477474,"about_ca_topic_score_gemma":0.000012469904,"teacher_disagreement_score":0.39758176,"about_ca_system_score_codex":0.00029727857,"about_ca_system_score_gemma":0.00003754921,"threshold_uncertainty_score":0.9996016},"labels":[],"label_agreement":null}]}