{"id":"W2062510357","doi":"10.1520/gtj102749","title":"Undrained Response of Clay in Hollow Cylinder Expansion Tests","year":2010,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geotechnical engineering; Pore water pressure; Plane stress; Stress path; Stress (linguistics); Geology; Shear stress; Stress–strain curve; Materials science; Critical state soil mechanics; Overburden pressure; Effective stress; Shear (geology); Composite material; Structural engineering; Constitutive equation; Finite element method; Engineering; Deformation (meteorology)","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006959195,0.0005403401,0.000511112,0.0004517481,0.0001953447,0.0002484659,0.0004359309,0.0004347509,0.001853413],"category_scores_gemma":[0.001636073,0.0001744658,0.0002720783,0.0002791098,0.0007375818,0.000516088,0.0007261896,0.0004034677,0.0002710778],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002556476,"about_ca_system_score_gemma":0.0001391671,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009738972,"about_ca_topic_score_gemma":0.001871607,"domain_scores_codex":[0.9989185,0.0001488912,0.00006794092,0.0001473344,0.0005452378,0.0001719611],"domain_scores_gemma":[0.998758,0.0003656882,0.00023494,0.0001883345,0.0002919503,0.0001612114],"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":[0.0004903564,0.00004276773,0.001303372,0.00004983155,0.00001171531,0.0002186255,0.000148251,0.001891409,0.9920921,0.00004525166,0.00002866018,0.003677692],"study_design_scores_gemma":[0.00001465653,0.001323743,0.02576243,0.00001199969,0.00001278879,0.0002212886,0.0001844276,0.00672193,0.9649773,0.00004787203,0.0006929386,0.00002883692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979602,0.00009375297,0.0014561,0.000005918293,0.000005771738,0.000009180737,0.00008059175,0.00003331465,0.0003551078],"genre_scores_gemma":[0.9985475,0.00003201096,0.000513999,0.000007873164,0.000001941825,0.000006632505,0.0001430877,0.00001234337,0.0007347461],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001853413,"threshold_uncertainty_score":0.006200254,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01689059464620276,"score_gpt":0.2357217139648346,"score_spread":0.2188311193186318,"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."}}