{"id":"W3201957224","doi":"","title":"АНАЛИЗ НЕРАВНОМЕРНОГО СНИЖЕНИЯ ПРОЧНОСТИ ГРУНТОВЫХ ОТКОСОВ С УЧЕТОМ ПРОГРЕССИРУЮЩЕГО РАЗРУШЕНИЯ Non-equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure","year":2021,"lang":"ru","type":"article","venue":"Основания, фундаменты и механика грунтов","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Reduction (mathematics); Strength reduction; Soil mechanics; Geology; Progressive collapse; Engineering; Mathematics; Structural engineering; Forensic engineering; Soil water; Finite element method; Soil science; Geometry; Geography","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006292321,0.0004415411,0.0003922943,0.001572899,0.0005855573,0.001714823,0.000562356,0.0005959385,0.008004028],"category_scores_gemma":[0.001889379,0.0003428756,0.0006945444,0.001011275,0.00106436,0.00100845,0.0006112832,0.0006514309,0.001168755],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005553148,"about_ca_system_score_gemma":0.00121848,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004231849,"about_ca_topic_score_gemma":0.005041213,"domain_scores_codex":[0.999175,0.0001509567,0.00004621069,0.0001534081,0.0004024732,0.00007187993],"domain_scores_gemma":[0.99925,0.0002599907,0.0001245145,0.0001075004,0.0002205583,0.00003734294],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004853703,0.0001894219,0.02014479,0.001284666,0.0001747818,0.001347591,0.001566593,0.1887551,0.1103706,0.2070433,0.003384992,0.4652528],"study_design_scores_gemma":[0.0001282393,0.0008884075,0.06073047,0.0004672811,0.0004243107,0.003011322,0.003525426,0.434321,0.1270959,0.288902,0.08006142,0.0004442736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3381672,0.00361967,0.5596127,0.0008062188,0.0002389658,0.0001652946,0.0005458896,0.0004786184,0.09636556],"genre_scores_gemma":[0.9148375,0.001289632,0.0705165,0.00004589504,0.00004334696,0.00009960351,0.0001991894,0.0001055016,0.01286285],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008004028,"threshold_uncertainty_score":0.02677619,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007393693201310315,"score_gpt":0.213121434637499,"score_spread":0.2057277414361887,"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."}}