{"id":"W4282840853","doi":"10.1139/cgj-2021-0684","title":"Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia; Ministério da Ciência, Tecnologia e Ensino Superior","keywords":"Pile; Vibration; Nonlinear system; Finite element method; Structural engineering; Work (physics); Rotational symmetry; Point (geometry); Engineering; Geotechnical engineering; Mechanics; Mathematics; Mechanical engineering; Physics; Acoustics; Geometry","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002962524,0.000169452,0.0002405002,0.0002984386,0.0002118106,0.00003303575,0.0003186847,0.0001452149,0.0002304405],"category_scores_gemma":[0.00004364551,0.000176826,0.0001273605,0.0004016839,0.00004282835,0.0002109461,0.00003748715,0.0007673466,4.148769e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006269845,"about_ca_system_score_gemma":0.0002038812,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002309469,"about_ca_topic_score_gemma":0.00003093747,"domain_scores_codex":[0.9986015,0.00006499089,0.0004905182,0.0001566011,0.0003590909,0.000327317],"domain_scores_gemma":[0.9991068,0.00002496785,0.00009566477,0.0002519741,0.00006001416,0.0004605932],"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":[0.00000618509,0.00006249554,0.00001384505,0.000009810018,0.00004043465,0.000002355251,0.00006925571,0.8479506,0.1508404,0.0001600851,0.0005570074,0.0002874705],"study_design_scores_gemma":[0.0007964988,0.001329885,0.005376257,0.00002653643,0.00005493608,0.0004699846,0.0004582483,0.9491203,0.04018251,0.0004702312,0.001327175,0.0003873842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9612962,0.0001894689,0.03741646,0.0000484759,0.0002818029,0.0001744553,0.0002934823,0.0001317371,0.000167906],"genre_scores_gemma":[0.9987383,0.000007456235,0.0008859611,0.00001032977,0.00009914143,0.00002217244,0.0001925989,0.00003637945,0.000007596978],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1106579,"threshold_uncertainty_score":0.7210756,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01900800633151467,"score_gpt":0.2346886045049044,"score_spread":0.2156805981733898,"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."}}