{"id":"W4400441959","doi":"10.1139/cgj-2024-0004","title":"Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Geology; Kinematics; Kinematic wave; Soil liquefaction; Soil water; Liquefaction; Soil science; Physics; Classical mechanics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112648,0.0003311492,0.000196565,0.0002838668,0.0001810433,0.0004649127,0.0003268397,0.0004038895,0.001231905],"category_scores_gemma":[0.0007485389,0.0001770926,0.0002607479,0.0002267652,0.0006619112,0.0003603626,0.0004855979,0.0002102797,0.0001811263],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002085728,"about_ca_system_score_gemma":0.0002376754,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002004297,"about_ca_topic_score_gemma":0.002023335,"domain_scores_codex":[0.9999212,0.0000109868,0.000003509803,0.00001468489,0.00002711127,0.00002262533],"domain_scores_gemma":[0.999842,0.00007449692,0.00003581444,0.0000116573,0.0000215968,0.00001444112],"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":[0.0001965935,0.00004388304,0.00733834,0.0001381671,0.00003091014,0.001028359,0.0003361136,0.7273052,0.2289233,0.003437089,0.0002344116,0.03098758],"study_design_scores_gemma":[0.000004041186,0.00005259601,0.006056137,0.000008378885,0.000007614821,0.0001583829,0.0001507641,0.9800195,0.01253166,0.0007952299,0.000198882,0.00001685442],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8030144,0.00009372532,0.1921113,0.00006981447,0.00001513324,0.00002817464,0.0001277464,0.000148334,0.004391423],"genre_scores_gemma":[0.9969944,0.00005574154,0.002121455,0.000006508619,0.000002867729,0.000006066746,0.0000261661,0.000009589879,0.0007773049],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002004297,"threshold_uncertainty_score":0.004121125,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01481372744414791,"score_gpt":0.2167503711592682,"score_spread":0.2019366437151203,"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."}}