{"id":"W1719182345","doi":"10.1139/cjce-2011-0389","title":"Local scour at piled bridge piers including an examination of the superposition method","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":50,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Florida Department of Transportation","keywords":"Pier; Flume; Geotechnical engineering; Pile cap; Superposition principle; Pile; Bridge scour; Geology; Column (typography); Range (aeronautics); Structural engineering; Engineering; Flow (mathematics); Mathematics; Geometry","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006892052,0.00006924873,0.0001095001,0.00007236812,0.0001000304,0.000006781682,0.0001833094,0.00005323134,0.0004125539],"category_scores_gemma":[0.00004581341,0.00005773468,0.00004177124,0.0001335354,0.00006791441,0.0002378417,0.000009934878,0.0001323831,0.000002597517],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001910033,"about_ca_system_score_gemma":0.00004052276,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005032367,"about_ca_topic_score_gemma":0.05741517,"domain_scores_codex":[0.9993903,0.00004923463,0.0001909864,0.00007269173,0.000139746,0.0001570508],"domain_scores_gemma":[0.9995939,0.00003660939,0.00007596597,0.00008175847,0.00001520405,0.0001965632],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000009505443,0.00001379291,0.03301914,0.00003678189,0.00002688746,0.0000154187,0.002228145,0.9240788,0.0313937,0.0002077373,0.000116893,0.008853235],"study_design_scores_gemma":[0.0004697631,0.0001859188,0.8399477,0.0001226815,0.00006780682,0.0001503139,0.00005853701,0.1362928,0.01865614,0.0001323329,0.003721886,0.0001940908],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8139636,0.00004082416,0.1847071,0.0001038576,0.0001568028,0.00003506849,0.000001719843,0.000003662758,0.0009873342],"genre_scores_gemma":[0.9994012,0.000002687385,0.0004697016,0.00006442094,0.00003495639,7.137623e-7,0.00000133676,0.000008095747,0.00001693138],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8069286,"threshold_uncertainty_score":0.9597846,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009739999966341678,"score_gpt":0.2067420520727133,"score_spread":0.1970020521063716,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}