{"id":"W4406352081","doi":"10.1139/cgj-2024-0173","title":"A simplified soil–structure interaction model for load–settlement analysis of piles","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Settlement (finance); Soil structure interaction; Pile; Geology; Environmental science; Engineering; Forensic engineering; Structural engineering; Finite element method; 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":[0.0001569729,0.0006943204,0.0006628095,0.0005828603,0.0003496267,0.0006262375,0.001200468,0.001063932,0.002337073],"category_scores_gemma":[0.000441839,0.0004010928,0.0007095112,0.000590294,0.0004602061,0.0007457695,0.0005414093,0.0005169871,0.0007195374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005206674,"about_ca_system_score_gemma":0.000749119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008615247,"about_ca_topic_score_gemma":0.007641888,"domain_scores_codex":[0.9997924,0.00003674923,0.000008885244,0.00003518414,0.00009096815,0.0000358654],"domain_scores_gemma":[0.9998871,0.00003451861,0.00002177753,0.00001753982,0.00003164215,0.000007368553],"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":[0.0000189337,0.00001871406,0.0003009413,0.00004231992,0.000009319976,0.0001134358,0.0000399796,0.9811024,0.01036624,0.002377758,0.0002237889,0.005386235],"study_design_scores_gemma":[0.000001635647,0.000009736889,0.0001994429,0.000001732328,0.000003323794,0.00002033503,0.000007679131,0.9986992,0.000393718,0.0003365651,0.0003223864,0.000004185751],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05404618,0.0002285579,0.9338095,0.00009544454,0.00003019217,0.00008143672,0.0002505867,0.0004956736,0.01096236],"genre_scores_gemma":[0.9572684,0.0004304958,0.02967437,0.00004453579,0.00002675476,0.0002195237,0.0002619484,0.00009889182,0.01197515],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008615247,"threshold_uncertainty_score":0.0171302,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009209432362612891,"score_gpt":0.2309017909914819,"score_spread":0.221692358628869,"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."}}