{"id":"W2332419528","doi":"10.1061/40971(310)24","title":"Three-Dimensional Slope Stability Model Using Finite Element Stress Analysis","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"SoilVision Systems (Canada)","funders":"","keywords":"Finite element method; Stability (learning theory); Benchmark (surveying); Stress (linguistics); Simple (philosophy); Computer science; Structural engineering; Engineering; Geology; Machine learning","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":[0.0001749542,0.0006156455,0.0005760479,0.0005661837,0.0004234756,0.0008412725,0.001358085,0.001044398,0.003886953],"category_scores_gemma":[0.0003343599,0.0003675913,0.0007981091,0.0004125123,0.000426019,0.0006088017,0.0006362164,0.0005350148,0.001444419],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003634043,"about_ca_system_score_gemma":0.0008410311,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003754518,"about_ca_topic_score_gemma":0.003266212,"domain_scores_codex":[0.9998826,0.00001736809,0.000009224547,0.00002211487,0.0000604322,0.000008362831],"domain_scores_gemma":[0.9998637,0.000026754,0.00002132132,0.00002088465,0.00005610149,0.00001111531],"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":[0.00001644439,0.00003125684,0.0004599866,0.00004630541,0.0000199741,0.0001038473,0.00006302541,0.9661856,0.01186328,0.008132815,0.0005449235,0.0125326],"study_design_scores_gemma":[0.000002125604,0.00001001852,0.0001123766,0.000004469061,0.000003949924,0.00002383986,0.000005948376,0.9970806,0.0007416898,0.001028391,0.000981046,0.000005487353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02378255,0.0000907092,0.9630444,0.0001034746,0.00003893174,0.00006582213,0.0002777489,0.0008757991,0.01172065],"genre_scores_gemma":[0.8156602,0.0005380554,0.1589922,0.00008981463,0.00004596646,0.0006392192,0.0007680601,0.0002129775,0.0230535],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003886953,"threshold_uncertainty_score":0.01300323,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02532265027716419,"score_gpt":0.2210653889311014,"score_spread":0.1957427386539372,"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."}}