{"id":"W2173084377","doi":"10.1139/cgj-2013-0484","title":"Modelling resilient modulus seasonal variation of silty sand subgrade soils with matric suction control","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Trafikverket; Arizona State University","keywords":"Geotechnical engineering; Subgrade; Suction; Water content; Pore water pressure; Degree of saturation; Overburden pressure; Stiffness; Modulus; Stress (linguistics); Soil water; Materials science; Environmental science; Geology; Engineering; Soil science; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000169659,0.0004374793,0.0002851279,0.0003628847,0.0001557508,0.0003806213,0.0005337051,0.0004844657,0.0006570995],"category_scores_gemma":[0.0004704965,0.0001948915,0.0003405938,0.0003764243,0.0002778131,0.0003927506,0.0001870704,0.000240078,0.0001166343],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005021816,"about_ca_system_score_gemma":0.000503727,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02798175,"about_ca_topic_score_gemma":0.02674115,"domain_scores_codex":[0.9999338,0.000006314081,0.000003845872,0.00002311728,0.00001467959,0.00001820551],"domain_scores_gemma":[0.9998637,0.00005355402,0.00003603551,0.000015485,0.00002163834,0.000009543954],"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":[0.0001107495,0.00009756043,0.01732603,0.0000448598,0.00001495924,0.0001419591,0.00006441885,0.9322289,0.03685204,0.0003662756,0.00008857803,0.01266364],"study_design_scores_gemma":[0.000003686254,0.00002979552,0.01017406,0.000001915231,0.00000655614,0.00001067628,0.00001406857,0.9852288,0.004368298,0.00008076162,0.00007412778,0.000007301484],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9813797,0.00003179601,0.01753158,0.0000141262,0.000003726539,0.00001689584,0.0001344252,0.0001441319,0.0007436054],"genre_scores_gemma":[0.9986266,0.0000191637,0.001071866,0.000001413392,7.224356e-7,0.000006638884,0.00004012096,0.000006508782,0.0002270747],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02798175,"threshold_uncertainty_score":0.05563778,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005808595061543353,"score_gpt":0.1705588856882153,"score_spread":0.1647502906266719,"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."}}