{"id":"W2000879632","doi":"10.1139/t05-080","title":"Behavior of gravity deposited granular material under different stress paths","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Stress path; Discrete element method; Materials science; Granular material; Geotechnical engineering; Stress (linguistics); Shear stress; Ellipsoid; Mechanics; Triaxial shear test; Stress–strain curve; Aspect ratio (aeronautics); Specific gravity; Shear (geology); Composite material; Geology; Physics; Deformation (meteorology)","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":[0.0002573227,0.00026351,0.0003505739,0.0004742859,0.0003382063,0.0004466065,0.0002049643,0.0004239007,0.00112724],"category_scores_gemma":[0.0008920532,0.0002605963,0.0002519817,0.0004194747,0.0006051447,0.0002418996,0.0002748902,0.0002878938,0.0001358499],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004289859,"about_ca_system_score_gemma":0.0002461977,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002056261,"about_ca_topic_score_gemma":0.002475457,"domain_scores_codex":[0.9997939,0.00002185699,0.0000153811,0.00003139355,0.00009011046,0.00004728884],"domain_scores_gemma":[0.9996482,0.0001046427,0.00006165893,0.00004911398,0.00008111618,0.00005528568],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005538947,0.0000622857,0.006450506,0.00008178553,0.00004279446,0.0008013855,0.0002949696,0.0248963,0.9608098,0.000459558,0.0001288816,0.005417894],"study_design_scores_gemma":[0.00008411554,0.001338835,0.07278174,0.00004137598,0.00008663012,0.0005646925,0.0006809361,0.09415974,0.8283864,0.0003474638,0.001460009,0.00006803334],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989561,0.00005680009,0.0005487395,0.00001605693,0.000003879287,0.000004343257,0.00004072674,0.00001896899,0.0003543021],"genre_scores_gemma":[0.9992695,0.00004376046,0.0004101378,0.000009527336,0.000001436552,0.000003389355,0.00005856021,0.000005112349,0.0001985112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002056261,"threshold_uncertainty_score":0.004088521,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006627612971890658,"score_gpt":0.1878304916384113,"score_spread":0.1812028786665207,"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."}}