{"id":"W1963700369","doi":"10.1139/t09-095","title":"Shear strength of remolded soils at consistency limits","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Gazi Üniversitesi","keywords":"Atterberg limits; Geotechnical engineering; Soil water; Direct shear test; Shear strength (soil); Shear (geology); Triaxial shear test; Plasticity; Materials science; Cohesion (chemistry); Geology; Water content; Composite material; Soil science","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":[0.0003710386,0.0002333028,0.0002593609,0.0009499608,0.0002115135,0.0004297257,0.0003178386,0.0002387802,0.0007140909],"category_scores_gemma":[0.0008647047,0.0001910296,0.0001483136,0.0004989535,0.0004027042,0.0004696413,0.0003115061,0.0003096932,0.0001926168],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003626651,"about_ca_system_score_gemma":0.0001920177,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003020565,"about_ca_topic_score_gemma":0.005365894,"domain_scores_codex":[0.9997148,0.00002005624,0.00002498722,0.00008210874,0.0001140291,0.00004390147],"domain_scores_gemma":[0.9993991,0.00009551713,0.0001549066,0.00005051519,0.000241865,0.00005819188],"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":[0.0003042236,0.00003196152,0.07756692,0.0000640484,0.0000446197,0.0003435325,0.0003572231,0.003016496,0.906434,0.000272027,0.00007115895,0.01149376],"study_design_scores_gemma":[0.0000124739,0.000426677,0.5333506,0.00002970837,0.00004454773,0.0005225121,0.0007368395,0.003892368,0.4586668,0.0004652,0.001794052,0.00005813932],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983929,0.0001094816,0.0007817469,0.000005636393,0.000001467457,0.000002749527,0.0001444652,0.0000174733,0.0005441519],"genre_scores_gemma":[0.9991047,0.0000487643,0.0003689776,0.000006781132,6.165256e-7,0.000003738395,0.0001631892,0.000006042686,0.0002973184],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003020565,"threshold_uncertainty_score":0.006005943,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007295439825840796,"score_gpt":0.1897713225411864,"score_spread":0.1824758827153456,"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."}}