{"id":"W2202971058","doi":"10.1680/jgeot.15.p.041","title":"Stability of multi-anchor soil walls after loss of toe support","year":2015,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan","keywords":"Foundation (evidence); Reinforcement; Geotechnical engineering; Structural engineering; Engineering; Bearing capacity; Ultimate tensile strength; Mechanically stabilized earth; Retaining wall; Load bearing; Rod; Materials science; Law","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":[0.0003933464,0.0001433155,0.0002733947,0.00007193357,0.000006279256,0.000004009308,0.0001469875,0.0002108571,0.00004927078],"category_scores_gemma":[0.0001302726,0.00014347,0.00007947493,0.0002191702,0.00006899238,0.00007732676,0.00004320335,0.00017603,0.000006051113],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007194485,"about_ca_system_score_gemma":0.00003509644,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005312474,"about_ca_topic_score_gemma":0.00002524054,"domain_scores_codex":[0.9990692,0.00002049588,0.0003875251,0.0001463445,0.0001834275,0.0001930328],"domain_scores_gemma":[0.9992791,0.00002643999,0.00004155777,0.0004065427,0.0001435284,0.0001028566],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001853653,0.0008565059,0.01176201,0.002808656,0.000138036,0.00003258106,0.003075205,0.7554506,0.2061376,0.001139868,0.00200588,0.0164077],"study_design_scores_gemma":[0.0008880625,0.0003293803,0.009073253,0.000141978,0.00003898727,0.00001108669,0.00006645968,0.1288801,0.8549469,0.0009384925,0.004069436,0.0006158841],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6763905,0.0001109088,0.3216406,0.00002972238,0.0001333194,0.000304493,0.0000438446,0.0006901654,0.0006564697],"genre_scores_gemma":[0.9949808,0.00002319113,0.004841206,0.000006792656,0.00001731038,0.0000666561,0.000009601899,0.00003116935,0.00002333519],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6488093,"threshold_uncertainty_score":0.5850535,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0193421904848055,"score_gpt":0.2268631826658854,"score_spread":0.2075209921810799,"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."}}