{"id":"W4321231459","doi":"10.1051/e3sconf/202336801002","title":"The role of geosynthetic stiffness in soil reinforcement applications","year":2023,"lang":"en","type":"article","venue":"E3S Web of Conferences","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":"Geosynthetics; Stiffness; Reinforcement; Geotechnical engineering; Mechanically stabilized earth; Foundation (evidence); Creep; Materials science; Geotextile; Geogrid; Structural engineering; Composite material; Geology; Engineering","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":[0.0001352425,0.0000518438,0.00009276556,0.00006341123,0.00001938687,0.000006888669,0.000135273,0.00003404821,0.00001134834],"category_scores_gemma":[0.00003117041,0.00004030319,0.00002087237,0.0002886391,0.00004340796,0.00001935104,0.00001669556,0.00005175217,0.000006868441],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000007263621,"about_ca_system_score_gemma":0.0000492306,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004915756,"about_ca_topic_score_gemma":0.00006608079,"domain_scores_codex":[0.9995341,0.000006539165,0.0002033268,0.00005258831,0.0001064506,0.00009705394],"domain_scores_gemma":[0.9996806,0.0001087145,0.00002371852,0.0001379357,0.00003285635,0.00001619544],"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":[0.0000014249,0.000005107769,0.000185603,0.00004244374,0.000006302072,4.975021e-8,0.00006055186,0.9111651,0.00257497,0.04202575,0.00000894145,0.04392374],"study_design_scores_gemma":[0.0000989488,0.00001313069,0.00908441,0.00004567597,0.000004711608,1.296509e-7,0.0004024351,0.9671775,0.004541684,0.004159077,0.01439662,0.00007564529],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9495024,0.000803111,0.004429653,0.0001396761,0.0001713061,0.0004337778,0.00001158947,0.0004549603,0.04405352],"genre_scores_gemma":[0.9996346,0.0002334882,0.00000522235,4.870433e-7,0.000006924416,0.00006846093,0.00000531144,0.00000509737,0.00004040287],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05601241,"threshold_uncertainty_score":0.1643516,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007940062024598515,"score_gpt":0.2065506292875365,"score_spread":0.198610567262938,"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."}}