{"id":"W2132370868","doi":"10.1139/t01-076","title":"Small strain behavior of a silty sand in controlled-suction resonant column torsional shear tests","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":188,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Suction; Stiffness; Materials science; Shear (geology); Geology; Direct shear test; Composite material; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003499361,0.0004285494,0.0003940804,0.0004757384,0.0002500654,0.0002634522,0.0002823593,0.000260244,0.001349341],"category_scores_gemma":[0.0007015627,0.0001751622,0.0001316098,0.0003264305,0.0005913796,0.0002172269,0.0002537511,0.0002047143,0.0001633524],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000232603,"about_ca_system_score_gemma":0.0001534008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001473409,"about_ca_topic_score_gemma":0.004500204,"domain_scores_codex":[0.9996638,0.00003418836,0.00002569381,0.00005350395,0.0001707681,0.00005192932],"domain_scores_gemma":[0.9994127,0.0001739192,0.0001331464,0.00005653804,0.0001277457,0.00009597397],"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":[0.0002481935,0.00002409069,0.001129045,0.00002511811,0.000003787102,0.00005910002,0.000103043,0.0003473762,0.9965786,0.00002161106,0.000008037966,0.001451912],"study_design_scores_gemma":[0.00001944753,0.001501802,0.02428413,0.000007425931,0.0000168099,0.0001025598,0.0001989035,0.003392842,0.9700704,0.0000275638,0.0003616229,0.00001654769],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990491,0.00004093595,0.0007236262,0.00000471935,0.000002756955,0.000006282175,0.00004315805,0.00001391303,0.0001155116],"genre_scores_gemma":[0.9988564,0.00004106967,0.0006497618,0.000004458587,0.000001441623,0.000006494857,0.00006615878,0.000004863152,0.0003693105],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001473409,"threshold_uncertainty_score":0.004513979,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01864635772332568,"score_gpt":0.201945896614016,"score_spread":0.1832995388906903,"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."}}