{"id":"W3025742438","doi":"10.1080/19648189.2020.1763840","title":"Analytical method of stability analyses of toppling rock slopes subjected to flexural toppling failure damage","year":2020,"lang":"en","type":"article","venue":"European Journal of Environmental and Civil engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Geology; Geotechnical engineering; Flexural strength; Failure mode and effects analysis; Hydrogeology; Slope stability; Shear (geology); Landslide; Magnetic dip; Instability; Petrology; Structural engineering; Engineering","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":[0.0002688973,0.0004555716,0.0002862582,0.001246858,0.0003932956,0.0003217806,0.0005570793,0.0003555545,0.002610884],"category_scores_gemma":[0.0005923491,0.0001923966,0.0005299238,0.0004265855,0.0003208827,0.0003369456,0.0003625533,0.0003339629,0.0004764782],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002963739,"about_ca_system_score_gemma":0.0005054296,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002225069,"about_ca_topic_score_gemma":0.001891925,"domain_scores_codex":[0.9998411,0.00001961839,0.00000735228,0.00002152452,0.00009069685,0.00001963164],"domain_scores_gemma":[0.9997662,0.00004726363,0.00003854515,0.00002738583,0.0001110576,0.000009643356],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00007600612,0.00008463841,0.006989749,0.0003114937,0.00008395893,0.0009693803,0.000466109,0.5809669,0.2675698,0.0178268,0.0012479,0.1234073],"study_design_scores_gemma":[0.00000303105,0.00005492107,0.002874657,0.00001110691,0.00001164164,0.0001474907,0.00007292108,0.9838712,0.009190132,0.002676774,0.001073077,0.00001301537],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1501645,0.0005001025,0.8414909,0.00006332726,0.00003428357,0.00008317203,0.0001508216,0.0003801513,0.007132834],"genre_scores_gemma":[0.9578336,0.0003950876,0.03759293,0.00001503276,0.00001443271,0.00009534405,0.0001018057,0.0000371922,0.003914568],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002610884,"threshold_uncertainty_score":0.008734286,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01810298777629166,"score_gpt":0.231391971589438,"score_spread":0.2132889838131463,"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."}}