{"id":"W4407920156","doi":"10.1139/cgj-2024-0229","title":"Effect of loading rate on the undrained bearing capacity of nonassociated clay","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Shear strength (soil); Strain rate; Geology; Shear (geology); Clay soil; Soil mechanics; Soil water; Materials science; Soil science; 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":[0.001358826,0.0001651673,0.0003816718,0.0003792151,0.000110199,0.00002654214,0.0003676951,0.000203176,0.00004504623],"category_scores_gemma":[0.0008650908,0.0001214844,0.0002483142,0.0007255286,0.00007931804,0.00003321704,0.00002063129,0.0009074816,0.000004860472],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002919552,"about_ca_system_score_gemma":0.00009142961,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001648157,"about_ca_topic_score_gemma":0.0002057339,"domain_scores_codex":[0.9988478,0.0001078101,0.0004154481,0.0001090041,0.0001578952,0.0003619909],"domain_scores_gemma":[0.9988267,0.0005600775,0.00006984917,0.0002556151,0.00006988364,0.0002179105],"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":[0.0000124004,0.000008808393,0.0000821172,0.00009005755,0.0002728734,0.00001513898,0.00001748091,0.9583726,0.03519739,0.00154235,0.001072604,0.003316205],"study_design_scores_gemma":[0.001132832,0.0004242031,0.003497676,0.001362318,0.0003949676,0.00003227736,0.00002881066,0.833654,0.1530314,0.00140989,0.004514452,0.0005170862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9690893,0.0002331921,0.0260388,0.001398353,0.0003909038,0.0002362039,0.00003279043,0.0001883564,0.002392071],"genre_scores_gemma":[0.9997493,0.00002502665,0.0000391584,0.00007047562,0.00003242975,0.000004319523,0.000001327687,0.00001693719,0.00006099527],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1247185,"threshold_uncertainty_score":0.4953991,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005854050688291135,"score_gpt":0.1963006577481512,"score_spread":0.1904466070598601,"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."}}