{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":2,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":2,"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":"db19db33b8bb","filters":{"venue":"Pipelines 2013"}},"results":[{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ramy Saadeldin","is_ca":true},{"name":"Yafei Hu","is_ca":true},{"name":"Sumi Siddiqua","is_ca":true},{"name":"Amr Henni","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006646232086319627,"gpt":0.2118766133357842,"spread":0.2052303812494645,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001895746,0.0003720483,0.0003180687,0.0002054464,0.0001799617,0.000349967,0.0003071841,0.0005335598,0.001176033],"category_scores_gemma":[0.001024939,0.0002736643,0.0003250554,0.0001905628,0.000352059,0.0004650696,0.0004560841,0.0003496582,0.0001444435],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004042084,"about_ca_system_score_gemma":0.000325745,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003519163,"about_ca_topic_score_gemma":0.002692391,"domain_scores_codex":[0.9998199,0.00002598305,0.0000107489,0.00004230408,0.00004467885,0.00005637281],"domain_scores_gemma":[0.9996257,0.0001706258,0.00008041122,0.00003381133,0.00005879926,0.00003067385],"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":[0.0003167997,0.0001100706,0.02041934,0.0000823534,0.00002946334,0.0005049751,0.0001870035,0.8458881,0.1234478,0.0004051101,0.0001522883,0.008456677],"study_design_scores_gemma":[0.00001911806,0.0005822853,0.02306696,0.00001291933,0.00002551764,0.0001405234,0.0002397262,0.9424523,0.03274616,0.0003545232,0.0003292914,0.00003077],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938416,0.00002192172,0.005374135,0.00001537017,0.000004936676,0.000008134081,0.00007748301,0.00006279884,0.0005935382],"genre_scores_gemma":[0.9994946,0.00001760849,0.0002272346,0.000002208392,4.603617e-7,0.000002848628,0.00003404859,0.000004602074,0.0002163741],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003519163,"threshold_uncertainty_score":0.006997406,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Randall J. Cooper","is_ca":false},{"name":"Mark A. Knight","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006213006060939621,"gpt":0.1968737781726738,"spread":0.1906607721117342,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005264339,0.0003003221,0.0003389336,0.0003963992,0.0003000034,0.0006740572,0.0006870656,0.0007414063,0.001456151],"category_scores_gemma":[0.0007915598,0.0003451808,0.0002991876,0.000168449,0.0005296567,0.001503032,0.0005648796,0.0009030948,0.0006979164],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002774421,"about_ca_system_score_gemma":0.0002320576,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002096347,"about_ca_topic_score_gemma":0.0006145039,"domain_scores_codex":[0.999208,0.00006506026,0.00003609812,0.00008729869,0.0005576629,0.00004578954],"domain_scores_gemma":[0.9995002,0.0001255317,0.0001492908,0.00007250763,0.0001311922,0.00002131229],"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":[0.00005240327,0.00005267479,0.0008738761,0.0007899422,0.00002330761,0.0003709467,0.0002056984,0.0005138414,0.9209816,0.002168821,0.0005506479,0.07341632],"study_design_scores_gemma":[0.00001899104,0.0009615255,0.005654009,0.00006338001,0.00004252743,0.005170097,0.00018829,0.003600407,0.9166447,0.0009907647,0.06660414,0.00006106949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4575433,0.05279524,0.4564671,0.00219263,0.001156675,0.0002371518,0.0001345358,0.001632324,0.02784106],"genre_scores_gemma":[0.8408164,0.01746432,0.1252909,0.0004584482,0.0003778075,0.0001043584,0.000116558,0.0001887782,0.01518247],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001456151,"threshold_uncertainty_score":0.004871249,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}