{"id":"W3015597765","doi":"10.1139/cgj-2019-0431","title":"Influence of initial water content on unsaturated shear strength of compacted GaoMiaoZi (GMZ) bentonite","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Bentonite; Geotechnical engineering; Shear (geology); Water content; Isotropy; Shear strength (soil); Materials science; Dilatant; Direct shear test; Triaxial shear test; Geology; Composite material; Soil water; Soil science","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":[0.0002054703,0.0003483689,0.000250266,0.0002734877,0.0001612534,0.0002761721,0.000114168,0.0001797196,0.000696924],"category_scores_gemma":[0.0003575324,0.0001687036,0.000160445,0.0002113924,0.0002977446,0.0002799909,0.0001635983,0.0002641134,0.00007753529],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002465105,"about_ca_system_score_gemma":0.0001250601,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002601742,"about_ca_topic_score_gemma":0.007577596,"domain_scores_codex":[0.9998565,0.00001704747,0.00001474334,0.00003115146,0.00004941554,0.00003105035],"domain_scores_gemma":[0.9996954,0.00007207481,0.00008960936,0.00001866684,0.00007723558,0.00004696509],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001229216,0.000008041834,0.0008754798,0.00003377199,0.000004974556,0.00002751796,0.00003307081,0.0001257714,0.9978382,0.000007257173,0.000003115005,0.0009199469],"study_design_scores_gemma":[0.000004217199,0.0003774687,0.01962258,0.00000638868,0.00001772775,0.00002886562,0.00009584396,0.000432502,0.9790571,0.000007756815,0.0003416651,0.000007897172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999409,0.0001680156,0.0001985254,0.000003937842,0.000001845718,0.000004411406,0.00004389473,0.000005172362,0.0001652765],"genre_scores_gemma":[0.9991528,0.0001293726,0.0003741593,0.000007094367,0.000001108682,0.000004741618,0.00009086359,0.000005119782,0.0002347909],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002601742,"threshold_uncertainty_score":0.005173206,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02286716073220737,"score_gpt":0.2247362984076754,"score_spread":0.201869137675468,"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."}}