{"id":"W3080160108","doi":"10.1016/j.soildyn.2020.106307","title":"Large shaking table tests of pile-supported structures in different ground conditions","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"National Outstanding Youth Science Fund Project of National Natural Science Foundation of China; Foundation for Innovative Research Groups of the National Natural Science Foundation of China; National Natural Science Foundation of China","keywords":"Earthquake shaking table; Geotechnical engineering; Foundation (evidence); Pile; Dissipation; Liquefaction; Displacement (psychology); Geology; Shear (geology); Soil structure interaction; Acceleration; Residual; Centrifuge; Structural engineering; Engineering; Finite element method; Petrology","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":[0.0002289147,0.0003832555,0.0002954085,0.0004085353,0.0004006321,0.0002910244,0.0003356911,0.0005764238,0.004713808],"category_scores_gemma":[0.001152047,0.0002464661,0.0003539069,0.0003764026,0.0005555035,0.0003293191,0.0004484669,0.0003974409,0.0003755666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002765842,"about_ca_system_score_gemma":0.0003320986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002247786,"about_ca_topic_score_gemma":0.002639232,"domain_scores_codex":[0.9997116,0.00002722463,0.00002422164,0.00003441448,0.0001110845,0.00009144849],"domain_scores_gemma":[0.9991767,0.0003870489,0.0000790753,0.00007594189,0.0001162834,0.0001649992],"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":[0.005722285,0.00030849,0.004741204,0.0001505854,0.00005053608,0.001140323,0.0006938531,0.01367533,0.9659752,0.0003463259,0.000296138,0.006899635],"study_design_scores_gemma":[0.0002949035,0.008443375,0.1163399,0.00003779339,0.0001217963,0.0006537774,0.001070007,0.02613461,0.8454859,0.0003995855,0.0009457741,0.00007264323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979971,0.00002957905,0.000641871,0.00001409369,0.00001385002,0.00001003571,0.0001643377,0.00003151708,0.001097639],"genre_scores_gemma":[0.9987202,0.00002498551,0.0001933084,0.000009278651,0.000003655706,0.000005147286,0.0001495849,0.000007150955,0.0008867112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004713808,"threshold_uncertainty_score":0.01576924,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005686157093115183,"score_gpt":0.1897902866894176,"score_spread":0.1841041295963024,"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."}}