{"id":"W2000764826","doi":"10.1016/s1001-6058(14)60101-3","title":"The mechanical response of piles with consideration of pile-soil interactions under a periodic wave pressure","year":2014,"lang":"en","type":"article","venue":"Journal of Hydrodynamics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Pile; Bending moment; Embedment; Geotechnical engineering; Moment (physics); Lateral earth pressure; Mechanics; Displacement (psychology); Geology; Computer simulation; Structural engineering; Physics; Engineering; Classical mechanics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002392442,0.0005746552,0.0005982966,0.000387264,0.0006533808,0.0009354352,0.0006619775,0.001871095,0.002435044],"category_scores_gemma":[0.001455038,0.0004488503,0.0006410442,0.0005028431,0.001064456,0.0007758992,0.0007580525,0.0006036147,0.0002577797],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002706461,"about_ca_system_score_gemma":0.0005251197,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0037481,"about_ca_topic_score_gemma":0.002148904,"domain_scores_codex":[0.9997991,0.0000490033,0.000006214997,0.00002372087,0.00005503471,0.00006698487],"domain_scores_gemma":[0.9995362,0.0002178383,0.00005636923,0.00004119144,0.00008121854,0.00006727175],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003423039,0.0001278266,0.002016681,0.0001179234,0.0000665628,0.001335598,0.00008454907,0.9653811,0.02283091,0.002596101,0.0006289206,0.00447148],"study_design_scores_gemma":[0.00001109988,0.00004779517,0.002915288,0.000003412213,0.00001371565,0.00006182801,0.00006135237,0.9955075,0.0009255586,0.0003510504,0.00008706618,0.00001424329],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9533154,0.000285352,0.03083182,0.0004893439,0.0001664818,0.00005308174,0.0001426291,0.0001305767,0.01458535],"genre_scores_gemma":[0.9977616,0.00006048054,0.0004250371,0.00001953219,0.00002093349,0.000008485906,0.0000240943,0.00001535769,0.001664437],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0037481,"threshold_uncertainty_score":0.008146107,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005589128034199194,"score_gpt":0.1891208944774747,"score_spread":0.1835317664432755,"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."}}