{"id":"W2982229345","doi":"10.1139/cgj-2018-0248","title":"Evaluation of dynamic bending moment of disconnected piled raft via centrifuge tests","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Centrifuge; Pile; Bending moment; Settlement (finance); Structural engineering; Geotechnical engineering; Seismic loading; Dynamic load testing; Acceleration; Moment (physics); Engineering; Foundation (evidence); Bending; Structural load; 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":[0.0003591702,0.0006981824,0.0003308522,0.001131246,0.0002825734,0.0001920622,0.0005329204,0.0005819477,0.001968085],"category_scores_gemma":[0.0009559751,0.0002453377,0.0002992803,0.0006038115,0.0003952133,0.0002266352,0.0003455939,0.0003027793,0.000458046],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001988236,"about_ca_system_score_gemma":0.0001885882,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001003077,"about_ca_topic_score_gemma":0.003216733,"domain_scores_codex":[0.9994881,0.00003981501,0.00002351607,0.00005049705,0.0003246585,0.00007334214],"domain_scores_gemma":[0.999222,0.0001818923,0.0001400984,0.00008235192,0.0002624247,0.0001112171],"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":[0.0006182404,0.0001146186,0.007074209,0.0001575223,0.000030233,0.0009849885,0.0003014624,0.005661902,0.9667534,0.0001405454,0.0002925755,0.01787032],"study_design_scores_gemma":[0.00009796369,0.007536926,0.1938348,0.00006241012,0.0001290263,0.001377494,0.001630452,0.03027957,0.7607102,0.0002184201,0.004009013,0.0001138314],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995016,0.00008709019,0.00338637,0.00001517821,0.00001446334,0.0000274829,0.0001765213,0.00008538145,0.001191547],"genre_scores_gemma":[0.9976834,0.00006208862,0.001224572,0.00001080552,0.000003327197,0.00001345357,0.0001561362,0.000009231422,0.0008369407],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001968085,"threshold_uncertainty_score":0.006583929,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00762863759158414,"score_gpt":0.2151619147494183,"score_spread":0.2075332771578342,"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."}}