{"id":"W2921071901","doi":"","title":"Serviceability-based Slope Factor of Safety Using the Shear Strength Reduction (SSR) Method","year":2007,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto; Rocscience (Canada)","funders":"","keywords":"Serviceability (structure); Safety factor; Shear strength (soil); Strength reduction; Geotechnical engineering; Structural engineering; Engineering; Forensic engineering; Geology; Finite element method","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":[0.0007230851,0.0006464795,0.0003419795,0.002276313,0.0001722579,0.0003650918,0.0006765337,0.0003002821,0.003120157],"category_scores_gemma":[0.00245818,0.0002185286,0.000480948,0.0006242224,0.000358697,0.0004293773,0.0003206875,0.0005568999,0.001566679],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002955395,"about_ca_system_score_gemma":0.0004274578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001386272,"about_ca_topic_score_gemma":0.001275276,"domain_scores_codex":[0.9992213,0.0001459518,0.00004665886,0.00008088227,0.0004746531,0.00003040961],"domain_scores_gemma":[0.998826,0.0003619428,0.0002013226,0.0001130066,0.0004713614,0.00002633095],"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":[0.0002905921,0.0001602401,0.01571164,0.0004292381,0.0001143414,0.0001877622,0.0002788336,0.2972583,0.1507898,0.02343486,0.002932685,0.5084119],"study_design_scores_gemma":[0.0000257731,0.0002360663,0.008022023,0.00003871207,0.00004891928,0.000306091,0.00004889699,0.9077913,0.06953166,0.006357101,0.007534461,0.00005896584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03936046,0.0001137532,0.9543841,0.00003686496,0.00002682108,0.00005871406,0.0001167635,0.0009380893,0.004964464],"genre_scores_gemma":[0.5896672,0.000154413,0.4065124,0.0000210426,0.00002745483,0.0000949731,0.0003609981,0.0002243187,0.002937146],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003120157,"threshold_uncertainty_score":0.01043797,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0133909435367799,"score_gpt":0.2591868507188443,"score_spread":0.2457959071820644,"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."}}