{"id":"W4386417343","doi":"10.1680/jgein.23.00067","title":"Probabilistic analysis for the reinforced fill over void problem","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Probabilistic logic; Stiffness; Limit state design; Geosynthetics; Void (composites); Structural engineering; Reinforcement; Ultimate tensile strength; Computer science; Geotechnical engineering; Engineering; Materials 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":[0.003977613,0.0006958181,0.0009015623,0.001473079,0.0007547087,0.001107939,0.001197263,0.001337861,0.003942675],"category_scores_gemma":[0.009836583,0.0006719646,0.001370861,0.0008194927,0.001910059,0.001799874,0.001609147,0.001394615,0.0002232737],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00126087,"about_ca_system_score_gemma":0.001359855,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004132115,"about_ca_topic_score_gemma":0.003423788,"domain_scores_codex":[0.9988218,0.0004553464,0.0000441857,0.0001499404,0.0003942576,0.0001344918],"domain_scores_gemma":[0.9934,0.004782512,0.0009610303,0.0001525438,0.000565956,0.0001380307],"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":[0.00001957801,0.0000143038,0.0006601843,0.00008453776,0.00002361119,0.00008883543,0.00006055867,0.7962733,0.000580775,0.1968682,0.0006789892,0.004647187],"study_design_scores_gemma":[0.00000549199,0.00001874505,0.0002814601,0.00001823232,0.000009993939,0.0000502459,0.00002622377,0.898276,0.0001980881,0.10012,0.0009835713,0.0000120131],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02374683,0.0007519191,0.9652928,0.0009824131,0.0000337609,0.00003648113,0.0001177548,0.00008831031,0.008949811],"genre_scores_gemma":[0.903371,0.002291954,0.08007494,0.0002467474,0.0002665234,0.0002600216,0.0003072731,0.0001634354,0.01301813],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004132115,"threshold_uncertainty_score":0.02103585,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01211464210540037,"score_gpt":0.229265825634087,"score_spread":0.2171511835286866,"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."}}