{"id":"W2175658910","doi":"10.1139/cgj-2013-0394","title":"Modeling the unsaturated soil zone in slope stability analysis","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta; SoilVision Systems (Canada); Golder Associates (Canada)","funders":"","keywords":"Geotechnical engineering; Nonlinear system; Suction; Shear strength (soil); Soil water; Mathematics; Stability (learning theory); Slope stability; Geology; Soil science; Thermodynamics; Physics; Computer science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.0003124636,0.0004475747,0.0003782248,0.000521644,0.0002821427,0.0005770684,0.0005936601,0.0005666431,0.001263003],"category_scores_gemma":[0.0006524461,0.000267415,0.0004852428,0.0004775103,0.0003835018,0.0005685493,0.0005320348,0.0003437056,0.0002479637],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004943066,"about_ca_system_score_gemma":0.0006850691,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0114989,"about_ca_topic_score_gemma":0.0106604,"domain_scores_codex":[0.9998738,0.0000372215,0.000007563939,0.00002822253,0.00003264493,0.00002066696],"domain_scores_gemma":[0.999811,0.00009215117,0.00003810753,0.00001080493,0.00003977109,0.000008114504],"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":[0.00001577491,0.00001272908,0.00148992,0.00003446156,0.000008512086,0.00005039477,0.00004505003,0.9851081,0.004784966,0.002196231,0.00008488663,0.00616903],"study_design_scores_gemma":[0.000001311428,0.000007513661,0.0003770267,0.000003678772,0.00000293025,0.000008109003,0.000009179192,0.9983976,0.0004620331,0.000515983,0.0002105809,0.0000039856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2925245,0.0004660816,0.6994831,0.00009650277,0.0000211077,0.00009449843,0.0002552519,0.000371162,0.006687862],"genre_scores_gemma":[0.9719352,0.0002706731,0.02510348,0.0000131621,0.000009819641,0.00007464801,0.00009034512,0.00004089816,0.002461722],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0114989,"threshold_uncertainty_score":0.02286392,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01199811062872393,"score_gpt":0.1963782630231051,"score_spread":0.1843801523943812,"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."}}