{"id":"W2912357834","doi":"10.1016/j.compgeo.2019.02.011","title":"Dynamic soil reactions around pile-fictitious soil pile coupled model and its application in parallel seismic method","year":2019,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Range (aeronautics); Dynamic load testing; Geology; Structural engineering; 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":[0.0001759584,0.0006326528,0.0007244888,0.0003536196,0.0005209749,0.0005849738,0.001144205,0.0012514,0.002558614],"category_scores_gemma":[0.00067536,0.0004806698,0.0006919546,0.000513763,0.000767412,0.000788068,0.0007985873,0.0006851439,0.0003224519],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003469384,"about_ca_system_score_gemma":0.0006224441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00824241,"about_ca_topic_score_gemma":0.005562466,"domain_scores_codex":[0.9998348,0.00004696142,0.000006045101,0.00004107835,0.00004862731,0.00002246449],"domain_scores_gemma":[0.999792,0.00006589385,0.00003397934,0.0000291943,0.00005840773,0.00002047356],"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":[0.00003550934,0.00003302293,0.0004457777,0.00004126319,0.00001936615,0.000139606,0.00004644857,0.9862006,0.003390885,0.00557254,0.0002687813,0.003806205],"study_design_scores_gemma":[0.000002862513,0.000004743781,0.0000756157,0.000001249202,0.00000301264,0.00001039698,0.000005411893,0.9990207,0.0002266362,0.0004871531,0.0001596144,0.000002557865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1299651,0.0003190816,0.8437743,0.0002788093,0.0001705747,0.00007382262,0.000202447,0.000391818,0.02482408],"genre_scores_gemma":[0.9607738,0.000282961,0.02503978,0.00007462437,0.00005701762,0.00008260268,0.0001409615,0.0001313733,0.01341697],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00824241,"threshold_uncertainty_score":0.01638883,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005341062229531901,"score_gpt":0.2116979926457249,"score_spread":0.206356930416193,"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."}}