{"id":"W2077634468","doi":"10.1139/t06-001","title":"A three-dimensional slope stability problem in clay","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Safety factor; Factor of safety; Slope stability; Geotechnical engineering; Stability (learning theory); Slope stability analysis; Shear strength (soil); Geology; Benchmark (surveying); Surface (topology); Mathematics; Computer science; Geometry; Soil water; Soil 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000509928,0.0002151033,0.0002977481,0.0004167029,0.00009501118,0.00007104156,0.0002960764,0.0002707021,0.0003978809],"category_scores_gemma":[0.00005153262,0.0002083941,0.0001636398,0.0006323789,0.00006043937,0.0001077549,0.00002250233,0.001172123,0.00005024851],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006223862,"about_ca_system_score_gemma":0.0002047503,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01866293,"about_ca_topic_score_gemma":0.04340072,"domain_scores_codex":[0.9982504,0.00001968314,0.0005391958,0.0002128552,0.0002561017,0.0007217655],"domain_scores_gemma":[0.9990398,0.00004581827,0.00003019343,0.0002585265,0.00006014164,0.0005655303],"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":[0.000002198564,0.00001918993,0.000477732,0.00001242332,0.0000135229,0.0001656937,0.000002625405,0.9913858,0.001028211,0.0002210215,0.003277662,0.003393974],"study_design_scores_gemma":[0.0005236324,0.00004417911,0.01894381,0.0001113009,0.00002898092,0.0003292852,0.000005373252,0.9474702,0.0003221716,0.00832797,0.02332028,0.0005727743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6188489,0.004039512,0.3583564,0.00682158,0.001048292,0.0009760928,0.000133969,0.002015909,0.007759401],"genre_scores_gemma":[0.996907,0.000009948349,0.002766054,0.00006998319,0.0001668842,0.00001187862,0.000008618562,0.00003593916,0.0000236747],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3780582,"threshold_uncertainty_score":0.9878719,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006981759621667265,"score_gpt":0.1783178401550459,"score_spread":0.1713360805333786,"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."}}