{"id":"W4391530486","doi":"10.3390/buildings14020432","title":"Investigation of Shear Strength Reduction Method in Slope Stability of Reinforced Slopes by Anchor and Nail","year":2024,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Strength reduction; Shear strength (soil); Structural engineering; Slope stability; Reduction (mathematics); Soil nailing; Geotechnical engineering; Materials science; Nail (fastener); Shear (geology); Stability (learning theory); Geology; Composite material; Engineering; Geometry; Mathematics; Computer science; Finite element method; Soil water; Soil science","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":[0.0004923942,0.0002564616,0.0002867707,0.0007561092,0.0001476584,0.0002132193,0.0004319182,0.0002336998,0.0009611964],"category_scores_gemma":[0.0008586748,0.0001599749,0.00033675,0.0003440382,0.0002595022,0.0003422513,0.000255789,0.0002514475,0.0002241206],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000158646,"about_ca_system_score_gemma":0.000248015,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001034574,"about_ca_topic_score_gemma":0.001264022,"domain_scores_codex":[0.9996606,0.00007337431,0.00001365797,0.00006638515,0.0001666124,0.00001934676],"domain_scores_gemma":[0.999751,0.00009470344,0.00002979351,0.00003047411,0.0000840256,0.000009989898],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004463985,0.000240322,0.01802033,0.0005249871,0.00007767377,0.0004095676,0.0005205531,0.1408235,0.4071091,0.01164533,0.0004837626,0.4196985],"study_design_scores_gemma":[0.00001466074,0.0002694141,0.004951327,0.00001651722,0.00002987649,0.0001919009,0.00008994128,0.9118044,0.08023948,0.001096725,0.001272409,0.0000232794],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4306007,0.0005007212,0.5639581,0.00005345515,0.00004329405,0.00005795511,0.0000378277,0.0004054113,0.00434253],"genre_scores_gemma":[0.9041506,0.0001951991,0.09408575,0.000007919328,0.000006740855,0.0000253484,0.00002830473,0.00002962892,0.001470382],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001034574,"threshold_uncertainty_score":0.003215492,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01064696487807211,"score_gpt":0.2245353159802604,"score_spread":0.2138883511021883,"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."}}