{"id":"W1982542130","doi":"10.1680/gein.9.0225","title":"Short-Term Strain and Deformation Behavior of Geosynthetic Walls at Working Stress Conditions","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Extensometer; Geosynthetics; Strain gauge; Reinforcement; Geotechnical engineering; Stiffness; Structural engineering; Deformation (meteorology); Strain (injury); Calibration; Settlement (finance); Materials science; Geology; Computer science; Engineering; Mathematics; Composite material; Statistics","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0000716988,0.000122102,0.0001162622,0.000114601,0.00004887001,0.00002585271,0.0001284711,0.00009170393,0.0003525357],"category_scores_gemma":[0.00003336816,0.0001321949,0.0000463921,0.00006673387,0.00004940336,0.0000841206,0.00004518997,0.0001102792,0.00001762812],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008137908,"about_ca_system_score_gemma":0.000001617475,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001907519,"about_ca_topic_score_gemma":0.00001382252,"domain_scores_codex":[0.9992186,0.000009445109,0.0002842061,0.0001180691,0.0002184147,0.0001512744],"domain_scores_gemma":[0.9996727,0.0000462282,0.00003240538,0.0001399776,0.00005246734,0.00005626204],"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":[0.00001157414,0.0003882821,0.01053311,0.0002498092,0.0001524438,0.00001505583,0.001921218,0.791109,0.04456659,0.0139621,0.0002390255,0.1368518],"study_design_scores_gemma":[0.0002615877,0.00002898153,0.04463214,0.0001844735,0.00005826186,0.00004607068,0.00007761375,0.9488645,0.003585507,0.0002594996,0.001667034,0.0003343488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.991963,0.0001138076,0.003766965,0.00006092774,0.0004824666,0.0001329653,0.0002855278,0.0001927051,0.003001586],"genre_scores_gemma":[0.9993049,0.0001601152,0.0002413827,0.000003844585,0.00003652096,0.00002731159,0.0001106724,0.00002124163,0.00009403444],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1577555,"threshold_uncertainty_score":0.5390751,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01671693332732275,"score_gpt":0.2197203488948923,"score_spread":0.2030034155675695,"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."}}