{"id":"W2886591261","doi":"10.1139/cgj-2018-0074","title":"Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University; Royal Military College of Canada","funders":"","keywords":"Limit state design; Mechanically stabilized earth; Reinforcement; Reliability (semiconductor); Stiffness; Geosynthetics; Structural engineering; Engineering; Ultimate tensile strength; Limit (mathematics); Geogrid; Geotechnical engineering; Mathematics; Materials 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":[0.001082094,0.0006592837,0.0003774387,0.0006242569,0.0002318663,0.0006525926,0.0008287738,0.0005140753,0.001488549],"category_scores_gemma":[0.002325823,0.0003466544,0.0004864063,0.0001270639,0.0006213525,0.0004424194,0.0007327219,0.0003556013,0.0002244889],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006644251,"about_ca_system_score_gemma":0.00053016,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001348572,"about_ca_topic_score_gemma":0.001662988,"domain_scores_codex":[0.9995179,0.000133391,0.0000263281,0.00007442165,0.0001866903,0.00006119037],"domain_scores_gemma":[0.9991456,0.0002896535,0.000244745,0.0000725252,0.0002159861,0.00003150704],"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":[0.00007326242,0.00002595945,0.000861605,0.00005710381,0.00001202089,0.00008927815,0.00008847025,0.9634942,0.01538535,0.006332617,0.0001448785,0.01343537],"study_design_scores_gemma":[0.00001464676,0.0001776069,0.0004272918,0.00001712076,0.00001506467,0.00002444469,0.00002984854,0.9864128,0.01070984,0.001619353,0.0005412326,0.00001078167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2245654,0.0001141846,0.767256,0.00007385308,0.00001816146,0.00009286169,0.00004296451,0.0006093727,0.007227218],"genre_scores_gemma":[0.9741501,0.00003200779,0.02494182,0.000008867117,0.000002472062,0.00005406666,0.00002187142,0.00002578145,0.0007629714],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001488549,"threshold_uncertainty_score":0.005722702,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01766162514481633,"score_gpt":0.2187815698525999,"score_spread":0.2011199447077835,"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."}}