{"id":"W2002938602","doi":"10.1139/t03-099","title":"An interpretation of structural degradation for three natural clays","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Microstructure; Geotechnical engineering; Isotropy; Hardening (computing); Void ratio; Plasticity; Pore water pressure; Effective stress; Geology; Critical state soil mechanics; Compressibility; Stress (linguistics); Stress path; Constitutive equation; Materials science; Soil structure; Overburden pressure; Soil water; Mechanics; Composite material; Structural engineering; Soil science; Engineering; Finite element method","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":[0.0002557054,0.0002117345,0.0001300492,0.0005339493,0.0001928206,0.0002504287,0.0003666065,0.000312089,0.001031059],"category_scores_gemma":[0.001023126,0.0001165329,0.0001569393,0.000300529,0.000747873,0.0001868378,0.0002101643,0.0002587647,0.00007610937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005116294,"about_ca_system_score_gemma":0.0002376742,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002364994,"about_ca_topic_score_gemma":0.002776116,"domain_scores_codex":[0.9998547,0.00001963874,0.000008813185,0.00001718276,0.00008302202,0.00001652995],"domain_scores_gemma":[0.9995257,0.0001897727,0.00009354921,0.00005679969,0.0001073164,0.00002687853],"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":[0.0003014412,0.000147843,0.01311573,0.0001211486,0.000009854848,0.0004751892,0.0003273799,0.01585945,0.9556191,0.001007411,0.00009686001,0.01291858],"study_design_scores_gemma":[0.00004623963,0.0008836728,0.209114,0.00001669281,0.00002794302,0.001992653,0.0007952665,0.1413437,0.6425079,0.001699871,0.001513395,0.00005857659],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9931104,0.00005068046,0.005838854,0.00001770072,0.000002284882,0.00001248857,0.00007340607,0.00005449975,0.000839756],"genre_scores_gemma":[0.9986973,0.00002648715,0.00108773,0.000003764872,9.134081e-7,0.000007592454,0.0000489641,0.000004018203,0.0001231003],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002364994,"threshold_uncertainty_score":0.004702449,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006505242523269263,"score_gpt":0.2083746628360279,"score_spread":0.2018694203127587,"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."}}