{"id":"W2039092895","doi":"10.1680/geot.2009.59.10.813","title":"A new method of measuring plastic limit of fine materials","year":2009,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Atterberg limits; Penetration test; Geotechnical engineering; Limit (mathematics); Soil test; Test method; Materials science; Limit load; Soil water; Forensic engineering; Environmental science; Engineering; Structural engineering; Water content; Mathematics; Subgrade; Soil science; Statistics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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":[0.001602717,0.0008537426,0.000609217,0.004093109,0.0005407675,0.0009727682,0.001452113,0.001051928,0.002332384],"category_scores_gemma":[0.003204327,0.0004481479,0.0005013616,0.002054657,0.0008338451,0.001916522,0.00126114,0.00145268,0.001205398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004777263,"about_ca_system_score_gemma":0.0008268236,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001042628,"about_ca_topic_score_gemma":0.002458081,"domain_scores_codex":[0.9961988,0.0002927387,0.0001922598,0.0009132975,0.002298223,0.0001046853],"domain_scores_gemma":[0.996945,0.0005352014,0.0005488073,0.0004987182,0.001329967,0.0001423447],"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":[0.000126613,0.00007393414,0.005498424,0.000581358,0.00004705518,0.0002596562,0.000392945,0.0004321522,0.8056089,0.002237099,0.001204951,0.183537],"study_design_scores_gemma":[0.00006268069,0.001659872,0.04298228,0.0002424808,0.0002069387,0.006852275,0.0003965534,0.01612643,0.8564765,0.002169625,0.07243153,0.0003927987],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.08079707,0.005963827,0.8973845,0.0002911795,0.0011199,0.0006702915,0.001043709,0.002212113,0.0105175],"genre_scores_gemma":[0.3052526,0.004110226,0.6718267,0.0005651445,0.0002579139,0.0009197694,0.0007780934,0.0002210933,0.01606842],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.004093109,"threshold_uncertainty_score":0.008476019,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01290651002574052,"score_gpt":0.2244644220521964,"score_spread":0.2115579120264559,"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."}}