{"id":"W4412942170","doi":"10.1063/5.0280533","title":"Characterizing the wave loading on closely arranged pile breakwaters under regular and irregular waves","year":2025,"lang":"en","type":"article","venue":"Physics of Fluids","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"National Key Research and Development Program of China","keywords":"Physics; Breakwater; Pile; Mechanics; Wave propagation; Acoustics; Classical mechanics; Optics; Geotechnical engineering","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":[0.0001651533,0.0005115335,0.0002595175,0.0007817824,0.0003224955,0.0003386637,0.0002683999,0.0003758135,0.001156753],"category_scores_gemma":[0.0006454204,0.0001478926,0.0002133488,0.0005068475,0.0005797521,0.0004900769,0.0003881277,0.0003233039,0.000222018],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001613792,"about_ca_system_score_gemma":0.0001835096,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009784768,"about_ca_topic_score_gemma":0.001491561,"domain_scores_codex":[0.9998335,0.00001174615,0.00001158135,0.00002919473,0.00006466376,0.00004924837],"domain_scores_gemma":[0.9995756,0.0001563865,0.0001077939,0.00005939318,0.00006473147,0.00003611422],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005746277,0.000316705,0.02549723,0.000338828,0.00003624783,0.0006884704,0.0005503337,0.09082403,0.8261673,0.0009022764,0.0004211416,0.05368275],"study_design_scores_gemma":[0.00003543825,0.001169341,0.1110928,0.00004075446,0.00005276358,0.0002901446,0.001506582,0.3673155,0.5166524,0.0008180304,0.0009145549,0.0001116194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9874529,0.00003788202,0.01140605,0.00001518006,0.00001394716,0.00002383518,0.000115334,0.00008228922,0.0008526755],"genre_scores_gemma":[0.996581,0.0000593291,0.002983895,0.000005471658,0.000002630952,0.00001622176,0.0000717442,0.000005927506,0.0002737931],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001156753,"threshold_uncertainty_score":0.003869712,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01297926716412363,"score_gpt":0.2030695007250878,"score_spread":0.1900902335609641,"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."}}