{"id":"W1978884058","doi":"10.1139/t06-015","title":"The residual shear strength of tropical soils","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Soil water; Residual; Geology; Atterberg limits; Weathering; Geotechnical engineering; Shearing (physics); Shear (geology); Residual strength; Soil science; Mineralogy; Materials science; Mathematics; Geochemistry; Petrology; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002217794,0.0001288782,0.0001630782,0.0001136164,0.0001926346,0.00006473829,0.0002937671,0.0001910757,0.00003334723],"category_scores_gemma":[0.0001495287,0.00009958466,0.00009479379,0.0002290919,0.0001110243,0.00005579443,0.00001321245,0.0006296881,0.000009380795],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001895627,"about_ca_system_score_gemma":0.0001399371,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001979027,"about_ca_topic_score_gemma":0.002902733,"domain_scores_codex":[0.9987622,0.00002738794,0.000425796,0.00009472879,0.0002314455,0.0004584469],"domain_scores_gemma":[0.9992437,0.0001079163,0.00003402844,0.0002266284,0.00007024561,0.0003174748],"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":[0.000003431463,0.000008740376,0.0000721745,0.000009689152,0.00001372801,0.00001978102,0.000005683079,0.9796948,0.0002934734,0.005225865,0.007987102,0.006665575],"study_design_scores_gemma":[0.001167638,0.0002858067,0.06879141,0.0001708058,0.00008044881,0.0005910924,0.00008533747,0.5995359,0.003649703,0.01356759,0.3111323,0.0009418727],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9173524,0.004778617,0.06309516,0.004415282,0.00173893,0.0004651341,0.00008033368,0.0009457002,0.007128478],"genre_scores_gemma":[0.9992663,0.0001070386,0.0002234502,0.00001478033,0.0002745345,0.000004042085,0.000003462839,0.00002616805,0.00008020378],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3801588,"threshold_uncertainty_score":0.4060945,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005151983457093719,"score_gpt":0.1799962291364887,"score_spread":0.174844245679395,"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."}}