{"id":"W1820629761","doi":"10.1139/t2012-002","title":"Revisiting the three-dimensional slope stability problem in clay","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Safety factor; Expression (computer science); Slope stability; Geotechnical engineering; Factor of safety; Limit (mathematics); Stability (learning theory); Benchmark (surveying); Slope stability analysis; Mathematics; Surface (topology); Applied mathematics; Mathematical analysis; Geology; Geometry; Computer science","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":[0.0005701573,0.000286801,0.0005297216,0.0005763447,0.0005206828,0.001382343,0.0007226711,0.001095756,0.001880977],"category_scores_gemma":[0.002151963,0.0001991727,0.0004664955,0.0004249997,0.001081103,0.0009484803,0.00115354,0.000931064,0.0002439003],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00077451,"about_ca_system_score_gemma":0.0007004744,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01180127,"about_ca_topic_score_gemma":0.007216672,"domain_scores_codex":[0.9997769,0.00006700632,0.0000117592,0.00002670605,0.00008467356,0.00003293149],"domain_scores_gemma":[0.9996586,0.0001864387,0.0000355682,0.00001981765,0.00007870173,0.00002095756],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006831797,0.00003242153,0.0009176497,0.0001421351,0.00001578244,0.0003668501,0.0001983576,0.7951491,0.007208391,0.1674696,0.001589931,0.02684147],"study_design_scores_gemma":[0.000009648501,0.00001887903,0.0004376578,0.00002399038,0.000003334846,0.00005882582,0.00009014709,0.9525465,0.0009771312,0.04386646,0.001953544,0.00001392022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2975264,0.001542353,0.6513866,0.002324666,0.0003250689,0.00005970604,0.0003176738,0.0002448578,0.04627283],"genre_scores_gemma":[0.9600241,0.0008171627,0.03072128,0.000159144,0.0001166306,0.0000427456,0.0001171575,0.0001056522,0.007896012],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01180127,"threshold_uncertainty_score":0.02346516,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01216316885456607,"score_gpt":0.1998646326189819,"score_spread":0.1877014637644158,"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."}}