{"id":"W2154289156","doi":"10.1139/t06-095","title":"Stability analysis and charts for slopes susceptible to translational failure","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Factor of safety; Slope stability; Safety factor; Parametric statistics; Structural engineering; Slope stability analysis; Shear strength (soil); Stability (learning theory); Failure mode and effects analysis; Geology; Engineering; Mathematics; Computer science; Statistics; Soil water","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007924507,0.0005715622,0.0003353794,0.002322372,0.0004160967,0.0007188353,0.0004074647,0.0003489476,0.001939886],"category_scores_gemma":[0.00407076,0.0001550748,0.0005167341,0.0005718744,0.000702149,0.0005318109,0.0005236674,0.0004951535,0.0003725493],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004119439,"about_ca_system_score_gemma":0.000468502,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002152108,"about_ca_topic_score_gemma":0.000964493,"domain_scores_codex":[0.999634,0.0001036574,0.00002564365,0.00004014129,0.0001624226,0.00003416674],"domain_scores_gemma":[0.9984363,0.0006065233,0.0003246646,0.0001027818,0.000468172,0.00006155992],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001281643,0.00003760403,0.004846547,0.0001433457,0.00003329868,0.0003212876,0.0004891386,0.8250186,0.02170996,0.05903833,0.001916686,0.08631712],"study_design_scores_gemma":[0.00001145257,0.0001608646,0.002842942,0.00003710345,0.00001457147,0.0001398385,0.0001006074,0.9656957,0.008345337,0.01939559,0.00320962,0.00004619877],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1753503,0.0006235918,0.8179839,0.0000524542,0.00003878561,0.00009209336,0.0002319492,0.0008964208,0.004730532],"genre_scores_gemma":[0.9321429,0.0003547527,0.065849,0.00001048656,0.00003192254,0.0001037165,0.0002483065,0.00007960062,0.001179271],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002322372,"threshold_uncertainty_score":0.006489575,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005738513195284198,"score_gpt":0.1837426293613991,"score_spread":0.1780041161661149,"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."}}