{"id":"W2072135333","doi":"10.1016/j.enggeo.2015.03.009","title":"Undrained failure mechanisms of slopes in random soil","year":2015,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"ca_institutions":"Dalhousie University","funders":"National Key Research and Development Program of China; Research Grants Council, University Grants Committee; University of Newcastle Australia","keywords":"Geotechnical engineering; Geology; Slope stability; Failure mechanism; Tangent; Random field; Finite element method; Homogeneous; Shear (geology); Geometry; Structural engineering; Engineering; Mathematics; Petrology; Statistics","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":[0.000598856,0.0004468571,0.0004935279,0.001602811,0.0004090736,0.0009478498,0.001412178,0.0007296973,0.002563706],"category_scores_gemma":[0.002342573,0.000533434,0.0004597882,0.0006032225,0.001378588,0.0009506951,0.0007266423,0.000420644,0.0003131671],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004530846,"about_ca_system_score_gemma":0.0002771724,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002808903,"about_ca_topic_score_gemma":0.002867547,"domain_scores_codex":[0.9997624,0.00004294747,0.0000196479,0.00005000057,0.00005476751,0.00007017876],"domain_scores_gemma":[0.9991112,0.0002489589,0.0002009015,0.0001551736,0.0001596252,0.0001240861],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007059674,0.0004104364,0.04407749,0.000302963,0.0001791206,0.002467597,0.0008861274,0.8239279,0.05989046,0.04000264,0.0007234409,0.02642586],"study_design_scores_gemma":[0.00004222615,0.0001313687,0.04296719,0.00003049813,0.00004679392,0.0004332594,0.0002889756,0.9395429,0.004798285,0.01129959,0.0003414975,0.00007736262],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9851755,0.0001937048,0.01228884,0.00002885291,0.00001307613,0.00001843806,0.00006578059,0.00007073109,0.002145064],"genre_scores_gemma":[0.9989242,0.00004555347,0.0003400256,0.000002486804,0.000002342935,0.000003608124,0.00001651163,0.000006873237,0.0006584136],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002808903,"threshold_uncertainty_score":0.008576453,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004934513902476046,"score_gpt":0.169027782303289,"score_spread":0.164093268400813,"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."}}