{"id":"W1677807259","doi":"10.1002/nag.1101","title":"Undrained shear band in water saturated granular media: A critical revisiting with numerical examples","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dilatant; Geotechnical engineering; Shear band; Pore water pressure; Consolidation (business); Void ratio; Friction angle; Shear (geology); Geology; Granular material; Materials science; Petrology","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0002949082,0.0002598505,0.0003731877,0.0005525774,0.0003494914,0.0009603621,0.0004574376,0.0007093603,0.001566828],"category_scores_gemma":[0.001829124,0.0001767015,0.0002297797,0.0007006964,0.000979998,0.0006512251,0.0006499494,0.0003459278,0.0001675778],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002970822,"about_ca_system_score_gemma":0.0001942241,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003156154,"about_ca_topic_score_gemma":0.002900727,"domain_scores_codex":[0.9999024,0.00002995595,0.00001033237,0.00001025147,0.00003311091,0.00001392445],"domain_scores_gemma":[0.9995142,0.0002859277,0.0000751095,0.00004911761,0.00005575668,0.00001991216],"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":[0.0001493688,0.00008725992,0.00541615,0.0003783668,0.00001835179,0.0009227386,0.0003064435,0.906303,0.01017892,0.05486127,0.0004709535,0.02090718],"study_design_scores_gemma":[0.00001778786,0.00004433583,0.001132971,0.00006563724,0.00001113869,0.0001536524,0.0001402481,0.981527,0.002854203,0.01193677,0.002095096,0.00002105856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.873776,0.00386564,0.08963814,0.0005059147,0.00007862217,0.0000703976,0.0002413221,0.000279068,0.03154481],"genre_scores_gemma":[0.9855601,0.001146252,0.01131731,0.00002121961,0.00001247469,0.00001903244,0.00004234901,0.00001821587,0.00186295],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003156154,"threshold_uncertainty_score":0.006275594,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03846519817372283,"score_gpt":0.3212487162341215,"score_spread":0.2827835180603987,"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."}}