{"id":"W4399254410","doi":"10.1139/cgj-2023-0561","title":"Model for the prediction of residual shear strength of unsaturated soils","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Degree of saturation; Geotechnical engineering; Silt; Soil water; Saturation (graph theory); Residual; Shearing (physics); Geology; Soil science; Mathematics; Algorithm","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004170646,0.0008057154,0.0007945676,0.0007596698,0.0003831895,0.0007752008,0.001723631,0.001723512,0.002733555],"category_scores_gemma":[0.0009966665,0.000441867,0.0008155121,0.0005895307,0.0003500244,0.0007353072,0.0004681183,0.0008668099,0.0009214367],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008671564,"about_ca_system_score_gemma":0.001267642,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02100456,"about_ca_topic_score_gemma":0.0129222,"domain_scores_codex":[0.9997573,0.0000384053,0.00001572811,0.00008049809,0.00006359573,0.00004441984],"domain_scores_gemma":[0.999667,0.000130597,0.00005128716,0.00001632565,0.0001224205,0.00001238898],"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":[0.00002581271,0.00003045225,0.001294085,0.00004632922,0.0000162486,0.00006118607,0.00003313192,0.9875116,0.002184918,0.001262902,0.0004198599,0.007113507],"study_design_scores_gemma":[0.000003430964,0.000009179583,0.0003319701,0.000004397101,0.000004177266,0.00001022047,0.000004372529,0.9987526,0.0002318754,0.0003476969,0.0002952156,0.000004849092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1434416,0.0009803853,0.8350085,0.0004133703,0.0001355387,0.0002325406,0.002060057,0.002195542,0.01553238],"genre_scores_gemma":[0.9516571,0.0007010403,0.03211171,0.00008707979,0.00004164346,0.00052496,0.001128748,0.0001509084,0.01359681],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02100456,"threshold_uncertainty_score":0.04176462,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0192584462674886,"score_gpt":0.2183674652987012,"score_spread":0.1991090190312126,"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."}}