{"id":"W4411791777","doi":"10.1139/cgj-2025-0049","title":"A generalized iterative solution for seismic analysis of retaining wall subjected to coupled tensile shear failure","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Structural engineering; Ultimate tensile strength; Shear (geology); Geology; Seismic loading; Retaining wall; Materials science; Engineering; Composite material","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":[0.0003635744,0.0001638362,0.0004428543,0.00100608,0.000149414,0.00007457529,0.0002035535,0.0002546567,0.00003980541],"category_scores_gemma":[0.0004209804,0.0001813421,0.0002448907,0.001862926,0.00003004723,0.00006792869,0.00001517528,0.0003663757,0.000001542734],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005376115,"about_ca_system_score_gemma":0.0002154851,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003901494,"about_ca_topic_score_gemma":0.01180905,"domain_scores_codex":[0.9986983,0.00002928009,0.0004964167,0.0001909537,0.0001421196,0.0004429093],"domain_scores_gemma":[0.9989429,0.00008709171,0.0000466766,0.000213059,0.0003162363,0.0003940222],"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":[0.00001196657,0.000006166482,0.00003053347,0.000022841,0.0003315379,0.000005022408,0.00007150441,0.9904596,0.005404516,0.0002089075,0.001803307,0.001644061],"study_design_scores_gemma":[0.0003409297,0.00005088804,0.001716422,0.0000817417,0.0003280072,0.000009251923,0.00002243183,0.9881623,0.000273681,0.0001720676,0.008666205,0.0001760509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1949322,0.0001623172,0.8031884,0.001034494,0.0001267046,0.0002938702,0.00005140372,0.0001691307,0.00004139365],"genre_scores_gemma":[0.9958467,0.00001802879,0.003638676,0.0002659344,0.00003556205,0.00003647264,0.00005320404,0.0000241584,0.00008119699],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8009145,"threshold_uncertainty_score":0.7394915,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008162595884895915,"score_gpt":0.218157916423847,"score_spread":0.2099953205389511,"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."}}