{"id":"W2009622598","doi":"10.1139/t03-006","title":"Three-dimensional stress effects on time-dependent swelling behaviour of shaly rocks","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Swelling; Oil shale; Stress (linguistics); Geotechnical engineering; Lateral strain; Perpendicular; Principal stress; Geology; Constitutive equation; Materials science; Composite material; Structural engineering; Finite element method; Geometry; Engineering; Mathematics","routes":{"ca_aff":false,"ca_fund":true,"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":[0.000204802,0.0003168073,0.000191696,0.0002367975,0.0002062794,0.0003990105,0.0003779963,0.0005120631,0.0005154469],"category_scores_gemma":[0.0007487568,0.0001829136,0.0003827262,0.0001450523,0.0005510792,0.0005170408,0.000307709,0.0002974212,0.0001101392],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005890906,"about_ca_system_score_gemma":0.0004922208,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006761161,"about_ca_topic_score_gemma":0.006216271,"domain_scores_codex":[0.9999022,0.00001712913,0.00000612894,0.00001077886,0.00004879179,0.00001498751],"domain_scores_gemma":[0.9997895,0.00008474007,0.00006117106,0.00001841134,0.00003144828,0.00001477801],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009927648,0.00008763719,0.003046437,0.00007978505,0.00001194932,0.0004239331,0.0003410718,0.7993625,0.1852689,0.003597175,0.0000844121,0.007596868],"study_design_scores_gemma":[0.000005284988,0.00005160694,0.001297327,0.000004041686,0.000004470646,0.0000569412,0.00001952441,0.9828393,0.01528628,0.0002295061,0.0001947074,0.00001104043],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9562698,0.000258177,0.04026026,0.0001039108,0.0000137729,0.00002686485,0.00005124897,0.00009264082,0.002923288],"genre_scores_gemma":[0.9975673,0.0001665933,0.001235769,0.000008374261,0.00000270843,0.0000118993,0.00001497553,0.00000773201,0.0009846713],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006761161,"threshold_uncertainty_score":0.01344359,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008131229957335435,"score_gpt":0.1949880108620786,"score_spread":0.1868567809047432,"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."}}