{"id":"W1983353259","doi":"10.1139/t10-026","title":"Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Deflection (physics); Structural engineering; Nonlinear system; Dynamic load testing; Engineering; Geology; Physics","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":[0.000466137,0.0001628313,0.0001879966,0.000138747,0.0001288811,0.00005392109,0.0002028683,0.0002024942,0.00005300949],"category_scores_gemma":[0.00006689052,0.0001206703,0.0000620284,0.0001475071,0.00006043525,0.00007747849,0.00001528326,0.001277787,0.00001376506],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001006906,"about_ca_system_score_gemma":0.00005506582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003270822,"about_ca_topic_score_gemma":0.001672035,"domain_scores_codex":[0.9990851,0.00002866908,0.0002541868,0.0001140699,0.0001659193,0.0003520219],"domain_scores_gemma":[0.9992476,0.000128039,0.00003638946,0.0002290741,0.00002868212,0.0003302907],"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":[0.00002927599,0.00002282693,0.00005845314,0.000122224,0.00006764475,0.00003158932,0.00006800668,0.9521141,0.02956027,0.003653258,0.0009483524,0.01332399],"study_design_scores_gemma":[0.0003069089,0.0004527067,0.002733481,0.00007483137,0.00002011168,0.0001814333,0.000006791838,0.9932352,0.001088611,0.0004947082,0.001224224,0.0001810414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968926,0.00004810873,0.002041316,0.0003386225,0.0003664883,0.0001323496,0.0000101339,0.00008285014,0.00008756143],"genre_scores_gemma":[0.9996423,0.00004936063,0.00007146844,0.0001133851,0.00005482508,0.00001148205,0.000003916583,0.00002851139,0.00002481299],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04112104,"threshold_uncertainty_score":0.5551419,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003475211293744122,"score_gpt":0.1911197239894108,"score_spread":0.1876445126956666,"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."}}