{"id":"W345385952","doi":"10.1016/j.enggeo.2015.05.011","title":"The influence of the unsaturated soil zone on 2-D and 3-D slope stability analyses","year":2015,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta; SoilVision Systems (Canada); Golder Associates (Canada)","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Slope stability; Slope stability analysis; Factor of safety; Safety factor; Geotechnical engineering; Stability (learning theory); Geology; Vegetation and slope stability; Shear strength (soil); Soil water; Soil science; Geometry; Mathematics","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002635305,0.0001542276,0.0002135228,0.00005709352,0.00004422605,0.00001303794,0.0002374882,0.00009563581,0.000003439006],"category_scores_gemma":[0.0004424235,0.00009378372,0.00005956135,0.0004148711,0.0001050507,0.00003484049,0.00006483342,0.0002952105,0.000004531351],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003118764,"about_ca_system_score_gemma":0.00001357794,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005075267,"about_ca_topic_score_gemma":0.00001374229,"domain_scores_codex":[0.9992276,0.00002665454,0.0002318088,0.0001362508,0.0001361805,0.0002415135],"domain_scores_gemma":[0.9992076,0.0002116127,0.00002748098,0.0004072373,0.00006530434,0.00008073422],"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":[0.000003734687,0.000004967574,0.0003065313,0.00001923845,0.00005385319,8.598256e-7,0.00004603054,0.9885859,0.01034617,0.0002571336,0.00004281092,0.0003327991],"study_design_scores_gemma":[0.0003170369,0.00007283127,0.04859239,0.00003928558,0.00005853817,0.00001225689,0.00005472501,0.9323808,0.01422663,0.00009889508,0.003884043,0.0002625911],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9945423,0.0006157929,0.004084069,0.0002003982,0.000176302,0.00006195875,0.000002334446,0.0002122497,0.0001045953],"genre_scores_gemma":[0.9996995,0.00005683747,0.0001385657,0.00001230148,0.00002444843,0.000009740425,0.000001091455,0.00001625176,0.00004130962],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05620509,"threshold_uncertainty_score":0.3824389,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0155882856526818,"score_gpt":0.2203321613768388,"score_spread":0.204743875724157,"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."}}