{"meta":{"query_hash":"db19db33b8bb","filters":{"venue":"Pipelines 2013"},"cohort_total":2,"direct_labels_cover":0,"predictions_cover":2,"exported":2,"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/db19db33b8bb","api":"https://metacan.xera.ac/api/v1/cohort?venue=Pipelines+2013"},"results":[{"id":"W2144171289","doi":"10.1061/9780784413012.076","title":"Cleaning of Pressure Pipes with Novel Technology - The Importance of Long-Term Bond","year":2013,"lang":"en","type":"article","venue":"Pipelines 2013","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Trenchless technology; Installation; High pressure; Bond; High pressure water; Pipeline transport; Materials science; Forensic engineering; Waste management; Petroleum engineering; Engineering; Mechanical engineering; Engineering physics; Business","score_opus":0.0062130060609396215,"score_gpt":0.19687377817267382,"score_spread":0.1906607721117342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144171289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45754325,0.052795243,0.45646712,0.0021926295,0.0011566748,0.0002371518,0.00013453585,0.0016323238,0.027841063],"genre_scores_gemma":[0.84081644,0.017464321,0.12529087,0.0004584482,0.00037780753,0.00010435845,0.00011655801,0.00018877817,0.015182472],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99920803,0.00006506026,0.000036098118,0.00008729869,0.0005576629,0.000045789537],"domain_scores_gemma":[0.99950016,0.00012553167,0.00014929079,0.00007250763,0.00013119222,0.000021312286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005264339,0.00030032214,0.00033893358,0.00039639923,0.00030000336,0.0006740572,0.0006870656,0.0007414063,0.0014561511],"category_scores_gemma":[0.0007915598,0.0003451808,0.0002991876,0.00016844897,0.00052965665,0.0015030324,0.00056487956,0.00090309477,0.0006979164],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052403273,0.00005267479,0.0008738761,0.0007899422,0.000023307606,0.00037094674,0.00020569842,0.0005138414,0.9209816,0.0021688212,0.0005506479,0.073416315],"study_design_scores_gemma":[0.00001899104,0.00096152554,0.0056540086,0.00006338001,0.000042527434,0.005170097,0.00018828998,0.0036004072,0.9166447,0.0009907647,0.066604145,0.00006106949],"about_ca_topic_score_codex":0.0002096347,"about_ca_topic_score_gemma":0.00061450386,"teacher_disagreement_score":0.0014561511,"about_ca_system_score_codex":0.00027744207,"about_ca_system_score_gemma":0.0002320576,"threshold_uncertainty_score":0.004871249},"labels":[],"label_agreement":null},{"id":"W2314502100","doi":"10.1061/9780784413012.043","title":"Response of Buried Pipes to Unsaturated Soil Conditions","year":2013,"lang":"en","type":"article","venue":"Pipelines 2013","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia; National Research Council Canada; University of Regina","funders":"National Research Centre","keywords":"Pipeline transport; Water content; Environmental science; Soil water; Geotechnical engineering; Moisture; Infiltration (HVAC); Suction; Soil science; Geology; Environmental engineering; Engineering; Materials science","score_opus":0.006646232086319627,"score_gpt":0.21187661333578417,"score_spread":0.20523038124946455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314502100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99384165,0.00002192172,0.005374135,0.000015370171,0.0000049366763,0.000008134081,0.00007748301,0.00006279884,0.00059353816],"genre_scores_gemma":[0.99949455,0.000017608489,0.0002272346,0.0000022083916,4.6036166e-7,0.0000028486277,0.000034048593,0.0000046020737,0.00021637413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981993,0.000025983047,0.0000107489,0.000042304076,0.000044678854,0.000056372814],"domain_scores_gemma":[0.9996257,0.00017062583,0.00008041122,0.000033811328,0.000058799258,0.000030673855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018957457,0.00037204826,0.0003180687,0.0002054464,0.00017996175,0.000349967,0.00030718406,0.0005335598,0.0011760326],"category_scores_gemma":[0.0010249395,0.00027366428,0.0003250554,0.0001905628,0.000352059,0.0004650696,0.00045608415,0.0003496582,0.00014444349],"study_design_candidate":"bench_or_experimental","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":[0.00031679968,0.00011007057,0.020419339,0.0000823534,0.00002946334,0.00050497515,0.00018700348,0.8458881,0.12344776,0.0004051101,0.0001522883,0.008456677],"study_design_scores_gemma":[0.000019118062,0.00058228534,0.023066964,0.000012919334,0.00002551764,0.0001405234,0.00023972621,0.94245225,0.03274616,0.00035452322,0.00032929145,0.000030769996],"about_ca_topic_score_codex":0.0035191635,"about_ca_topic_score_gemma":0.0026923914,"teacher_disagreement_score":0.0035191635,"about_ca_system_score_codex":0.00040420837,"about_ca_system_score_gemma":0.000325745,"threshold_uncertainty_score":0.0069974065},"labels":[],"label_agreement":null}]}