{"id":"W2084310101","doi":"10.1139/t04-025","title":"A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":211,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Australian Research Council","keywords":"Breakage; Dilatant; Constitutive equation; Shearing (physics); Granular material; Materials science; Geotechnical engineering; Plasticity; Mechanics; Strain hardening exponent; Composite material; Structural engineering; Geology; Engineering; Finite element method; Physics","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":[0.000367673,0.0006180527,0.0006782279,0.0007114629,0.0003835372,0.0009160946,0.001578399,0.001308332,0.001166718],"category_scores_gemma":[0.0006912381,0.0003830799,0.0008491562,0.0008091381,0.0006168825,0.001415143,0.0005285071,0.0008409659,0.0003910075],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00096426,"about_ca_system_score_gemma":0.001016995,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008888121,"about_ca_topic_score_gemma":0.008156291,"domain_scores_codex":[0.9997104,0.00003411992,0.00002721191,0.00005302842,0.0001424003,0.00003280377],"domain_scores_gemma":[0.9997795,0.00006405303,0.00004839664,0.00003225495,0.00005916135,0.00001669152],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001217596,0.0000278409,0.000418839,0.00005196813,0.00001201678,0.0001866591,0.00008113588,0.9427857,0.01497122,0.02850512,0.0006096588,0.01233768],"study_design_scores_gemma":[0.000002462187,0.000008266652,0.0001962064,0.000005290304,0.000005779166,0.00004856455,0.000009907644,0.992527,0.001026109,0.003566604,0.002596874,0.000007043128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03599608,0.000607944,0.951352,0.0003197659,0.0001032488,0.00007925196,0.0004562623,0.0003438484,0.01074157],"genre_scores_gemma":[0.815142,0.002103097,0.1406231,0.0001985111,0.0001463383,0.000421247,0.0009967858,0.0002259772,0.04014304],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008888121,"threshold_uncertainty_score":0.01767278,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01020672398325472,"score_gpt":0.1924083490860197,"score_spread":0.182201625102765,"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."}}