{"id":"W2069350229","doi":"10.1139/t03-073","title":"Three-dimensional finite element nonlinear dynamic analysis of pile groups for lateral transient and seismic excitations","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"U.S. Army Corps of Engineers; National Science Foundation","keywords":"Pile; Nonlinear system; Finite element method; Excitation; Stiffness; Structural engineering; Geotechnical engineering; Dynamic load testing; Transient (computer programming); Boundary element method; Pile cap; Mechanics; Geology; Engineering; Physics; Computer science","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":[0.0001324268,0.0003217861,0.0002376425,0.0003658871,0.0003134511,0.0002540193,0.0003813733,0.0004930187,0.001933355],"category_scores_gemma":[0.0004649854,0.0002175376,0.0003190871,0.0002051418,0.000450676,0.0002353502,0.0003401946,0.0002133759,0.0003017287],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003675491,"about_ca_system_score_gemma":0.0005439871,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007548923,"about_ca_topic_score_gemma":0.01372924,"domain_scores_codex":[0.9999286,0.00001210132,0.00000243042,0.000007672053,0.00003667686,0.00001249215],"domain_scores_gemma":[0.999833,0.00008796942,0.00002213263,0.00001460559,0.00002993123,0.00001228258],"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":[0.00006085462,0.0000285614,0.001491455,0.00006457845,0.00001062963,0.0001413315,0.0001262842,0.9511875,0.03484884,0.00128891,0.0001830732,0.01056807],"study_design_scores_gemma":[0.000002848103,0.0000156754,0.0008715765,0.000003631658,0.000002412946,0.00003217663,0.00003601237,0.9956689,0.002715063,0.0003021546,0.0003444095,0.000005177561],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6669084,0.0001312641,0.3196114,0.0001553567,0.00001769465,0.00007923675,0.0002019857,0.0002845428,0.01260997],"genre_scores_gemma":[0.9807091,0.00005011283,0.01625534,0.00001438435,0.000002334255,0.00004117203,0.00008152614,0.00002301477,0.002823013],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007548923,"threshold_uncertainty_score":0.01501,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007046355374563697,"score_gpt":0.201024196392624,"score_spread":0.1939778410180603,"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."}}