{"id":"W2154694706","doi":"10.1139/t01-049","title":"Coulomb wedge analysis of cuts in steep slopes","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Wedge (geometry); Cohesion (chemistry); Coulomb; Geotechnical engineering; Friction angle; Retaining wall; Geology; Slab; Limiting; Coulomb friction; Internal friction; Mechanics; Geometry; Mathematics; Materials science; Physics; Nonlinear system; Engineering","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":[0.0002918886,0.0003347037,0.0004780375,0.001133058,0.0002260526,0.0007396945,0.0004090123,0.0002425476,0.003327995],"category_scores_gemma":[0.001286504,0.0001787319,0.0002719015,0.000683532,0.0004419298,0.0004385856,0.0003722478,0.0002910794,0.0004317031],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000234834,"about_ca_system_score_gemma":0.000363047,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002865162,"about_ca_topic_score_gemma":0.003154423,"domain_scores_codex":[0.9998522,0.00001899789,0.00000769104,0.00001917668,0.00006997741,0.00003190865],"domain_scores_gemma":[0.9996685,0.0001153981,0.00004992651,0.00002473227,0.0001173918,0.00002404862],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00082325,0.0001286866,0.03390692,0.0004543823,0.0001085902,0.002251227,0.000625417,0.4445676,0.08571189,0.06353077,0.003692941,0.3641983],"study_design_scores_gemma":[0.00002087856,0.0001186581,0.0171854,0.00004005533,0.00002698871,0.0005216376,0.0003876084,0.9511795,0.01258772,0.01486973,0.00303186,0.00002993375],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4013142,0.000263475,0.5884274,0.00003549596,0.00002298157,0.00005741352,0.0002475102,0.0002538049,0.009377765],"genre_scores_gemma":[0.9570846,0.0002063558,0.03881778,0.00001358714,0.00001052815,0.00003190045,0.0002209711,0.00008303866,0.003531281],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003327995,"threshold_uncertainty_score":0.01113325,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006980601380544542,"score_gpt":0.1997256944164141,"score_spread":0.1927450930358695,"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."}}