{"id":"W4415633236","doi":"10.1139/cgj-2025-0278","title":"A time-varying critical acceleration framework for an embedded cantilever retaining wall in saturated sand","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Cantilever; Retaining wall; Centrifuge; Acceleration; Softening; Displacement (psychology); Pore water pressure; Deformation (meteorology); Monte Carlo method","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":[0.0002919039,0.0005504804,0.0003512556,0.0004289679,0.0001958446,0.0005001492,0.0008983103,0.0009013131,0.0008524075],"category_scores_gemma":[0.000610279,0.0002805323,0.0004626739,0.0002083375,0.0006567367,0.0004501242,0.0004410601,0.0004746676,0.0001457573],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006013302,"about_ca_system_score_gemma":0.0007516984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01453825,"about_ca_topic_score_gemma":0.008633548,"domain_scores_codex":[0.9998977,0.00001960349,0.000005605898,0.00002759546,0.00002721096,0.00002229002],"domain_scores_gemma":[0.9998339,0.0000695559,0.00003690512,0.00001384548,0.00003168253,0.00001400853],"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":[0.0000171756,0.0000143081,0.0004909285,0.00001813678,0.000004843322,0.00005764901,0.0000220096,0.9898322,0.005718242,0.001677744,0.0000451773,0.002101668],"study_design_scores_gemma":[0.000001073983,0.000008342953,0.0001438736,0.000001469835,0.000001745952,0.000004758353,0.000004339634,0.9992455,0.0003320466,0.0002012279,0.00005298436,0.000002665846],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3487152,0.0003148994,0.6453788,0.0001682942,0.00002500848,0.00007257787,0.000208938,0.000458565,0.004657712],"genre_scores_gemma":[0.9892608,0.0001324056,0.00902998,0.00001489074,0.000005856691,0.00004438929,0.00005796117,0.00003116078,0.001422519],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01453825,"threshold_uncertainty_score":0.0289073,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01597762440099052,"score_gpt":0.2634504744901773,"score_spread":0.2474728500891868,"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."}}