{"id":"W4297827832","doi":"10.1061/9780784484395.062","title":"Soil, Structure, and Motion Factors Impacting Kinematic and Inertial Loading of Pile Foundations","year":2022,"lang":"en","type":"article","venue":"Ports 2022","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"GRi Simulations (Canada)","funders":"","keywords":"Centrifuge; Pile; Wharf; Kinematics; Foundation (evidence); Inertia; Structural engineering; Geotechnical engineering; Deformation (meteorology); Engineering; Bridge (graph theory); Geology; Physics","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":[0.0001766244,0.0003533089,0.0002314096,0.0005824313,0.0002511085,0.0004556826,0.0001745566,0.0002367549,0.001267705],"category_scores_gemma":[0.0009891292,0.0001957157,0.0001743629,0.0003408749,0.0003766887,0.000317349,0.0002972758,0.0001419221,0.0002022237],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002403537,"about_ca_system_score_gemma":0.000228107,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002850366,"about_ca_topic_score_gemma":0.006519589,"domain_scores_codex":[0.9998454,0.00002227648,0.000009532108,0.00001927942,0.00005420627,0.00004926672],"domain_scores_gemma":[0.9995286,0.0002222916,0.0001027064,0.00002724671,0.00007841574,0.00004075121],"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":[0.000909171,0.0003268034,0.2523704,0.0002259207,0.00009009105,0.002738964,0.000475035,0.110014,0.5898312,0.0005481452,0.000220993,0.04224928],"study_design_scores_gemma":[0.00001019577,0.000715102,0.8340303,0.00001588091,0.00006514696,0.0003995728,0.001001595,0.07787527,0.08526492,0.0001886361,0.0003933753,0.00003992968],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988204,0.00001566042,0.0007401571,0.000002864028,0.00000106082,0.000004323703,0.00002527523,0.000007773787,0.0003826142],"genre_scores_gemma":[0.9998021,0.00001168147,0.00007856798,8.141931e-7,3.046691e-7,0.000001036356,0.00001864419,0.000001793267,0.00008496666],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002850366,"threshold_uncertainty_score":0.005667508,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007921278364710835,"score_gpt":0.199307419838704,"score_spread":0.1913861414739932,"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."}}