{"id":"W2042064465","doi":"10.1002/nag.122","title":"Strength of two structured soils in triaxial compression","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Geotechnical engineering; Triaxial shear test; Mohr–Coulomb theory; Cohesion (chemistry); Residual strength; Shear band; Cementation (geology); Materials science; Shear (geology); Geology; Softening; Stress path; Consolidation (business); Direct shear test; Granular material; Composite material; Structural engineering; Engineering; Finite element method; Cement; Physics","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":[0.0003221412,0.0004246398,0.0003270189,0.001354235,0.0002669448,0.0004195053,0.000382453,0.000429122,0.002625104],"category_scores_gemma":[0.0009421002,0.000239439,0.0001751946,0.0008873402,0.0006491102,0.0003664222,0.000562873,0.0003127294,0.0004238872],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003092133,"about_ca_system_score_gemma":0.0003115382,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002353081,"about_ca_topic_score_gemma":0.002695339,"domain_scores_codex":[0.9996073,0.00002728997,0.00002345757,0.00006195229,0.0001827438,0.00009726741],"domain_scores_gemma":[0.9990929,0.0001675636,0.0001978832,0.00005602687,0.0002898654,0.0001957179],"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":[0.001649743,0.00016298,0.0203252,0.0001453843,0.00005776078,0.0006528957,0.0002712386,0.007773697,0.9544329,0.0004134381,0.0001732988,0.01394149],"study_design_scores_gemma":[0.00005547453,0.001639225,0.2341532,0.00004035465,0.00006734315,0.0007085782,0.000766754,0.03171404,0.7293485,0.0003369104,0.001106778,0.00006283336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986672,0.00006030161,0.0004161228,0.000008782041,0.000002828886,0.000006449462,0.0001424676,0.00001958822,0.0006761787],"genre_scores_gemma":[0.9992743,0.00003477508,0.0001536539,0.000006294927,0.000001490015,0.000006585612,0.0001708957,0.000003377062,0.0003486681],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002625104,"threshold_uncertainty_score":0.00878185,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02744865195218136,"score_gpt":0.3708167321386273,"score_spread":0.3433680801864459,"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."}}