{"id":"W1979375669","doi":"10.1139/t10-015","title":"Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hong Kong Polytechnic University; Government of Jiangxi Province","keywords":"Cohesion (chemistry); Geotechnical engineering; Friction angle; Direct shear test; Soil water; Triaxial shear test; Shear (geology); Shear strength (soil); Shear stress; Suction; Dilation (metric space); Geology; Materials science; Composite material; Soil science; Mathematics; Chemistry; Geometry; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001610972,0.0002068039,0.0003312656,0.0002609605,0.0001572565,0.0001034055,0.0002268395,0.0002745174,0.0001127351],"category_scores_gemma":[0.00007737876,0.0001928695,0.00005727532,0.0002680532,0.0001641642,0.0001757995,0.00001160902,0.001517092,0.000005489809],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006627108,"about_ca_system_score_gemma":0.0001645832,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002178028,"about_ca_topic_score_gemma":0.009110444,"domain_scores_codex":[0.9988527,0.00004167736,0.0003927248,0.0001408117,0.0001510772,0.0004209864],"domain_scores_gemma":[0.9984337,0.00007333902,0.00007884917,0.0001977273,0.000168164,0.001048195],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0004441652,0.0003727374,0.008429647,0.0002330623,0.0009817885,0.001905256,0.001935136,0.02150873,0.5846645,0.002273911,0.004929667,0.3723215],"study_design_scores_gemma":[0.001470988,0.0002753843,0.5243614,0.0001009123,0.00008637745,0.001223883,0.000111366,0.4555383,0.004095382,0.0004681188,0.01151495,0.0007529585],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985611,0.00004839188,0.0002443574,0.0001170189,0.0004517276,0.0000838713,0.0001940329,0.0001064221,0.0001930203],"genre_scores_gemma":[0.9988744,0.00003431259,0.000720744,0.000082668,0.0001785381,0.000001111845,0.00006584443,0.00003562335,0.000006817331],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5805691,"threshold_uncertainty_score":0.786499,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009435562823163525,"score_gpt":0.2069989144422346,"score_spread":0.197563351619071,"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."}}