{"id":"W1982371589","doi":"10.1139/t06-043","title":"Critical appraisal of the cone penetration method of determining soil plasticity","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Plasticity; Geotechnical engineering; Cohesion (chemistry); Soil water; Cone penetration test; Atterberg limits; Penetration test; Stress path; Penetration (warfare); Geology; Materials science; Engineering; Soil science; Subgrade; Composite material; Water content; Physics","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":[0.01637694,0.0007512938,0.0006572752,0.003005119,0.0006720373,0.001386625,0.001849612,0.001394371,0.001462135],"category_scores_gemma":[0.05040213,0.0005275581,0.00037604,0.001264871,0.002881519,0.001381595,0.0008145545,0.002340149,0.000689399],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001410115,"about_ca_system_score_gemma":0.002438132,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006400858,"about_ca_topic_score_gemma":0.01178483,"domain_scores_codex":[0.979502,0.009319663,0.0009085815,0.0007001777,0.009345742,0.0002238773],"domain_scores_gemma":[0.9253308,0.03727763,0.002082781,0.003945104,0.03059804,0.0007655434],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002776142,0.000577416,0.02858688,0.002332204,0.0001263474,0.001996946,0.002014456,0.00551729,0.1066168,0.02821593,0.01758996,0.8036497],"study_design_scores_gemma":[0.000331618,0.009194341,0.1351614,0.003194361,0.0003886079,0.01903087,0.00419613,0.0971356,0.333361,0.02199766,0.3749743,0.001034081],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1416971,0.05306631,0.7390268,0.007306258,0.004245683,0.002926295,0.0004190131,0.001049579,0.05026297],"genre_scores_gemma":[0.3804342,0.02192125,0.5785834,0.00157971,0.001079446,0.0009499548,0.0001719479,0.0003184798,0.01496158],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01637694,"threshold_uncertainty_score":0.08661056,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01063166613647665,"score_gpt":0.2457518622199516,"score_spread":0.235120196083475,"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."}}