{"id":"W2139662018","doi":"10.1139/t08-068","title":"Experimental assessment of the response of sands under shear–volume coupled deformation","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"ca_institutions":"Carleton University","funders":"","keywords":"Stress path; Geotechnical engineering; Pore water pressure; Triaxial shear test; Shear stress; Overburden pressure; Dilatant; Effective stress; Geology; Deformation (meteorology); Shear (geology); Inflow; Materials science; Volume (thermodynamics); Composite material; Thermodynamics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004849593,0.000125547,0.0002176701,0.0001613675,0.0001261386,0.00001009342,0.0003061875,0.0001840701,0.0000810629],"category_scores_gemma":[0.00008057451,0.0001020777,0.0001509542,0.0002632965,0.00008402174,0.00007793163,0.00002668403,0.0005600604,0.000002763632],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004328826,"about_ca_system_score_gemma":0.0003841511,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004959059,"about_ca_topic_score_gemma":0.00005480861,"domain_scores_codex":[0.9988337,0.00004946313,0.0004442954,0.00007500804,0.0003005615,0.0002969983],"domain_scores_gemma":[0.9992353,0.00004351761,0.00006990491,0.0002702247,0.00007158508,0.0003094643],"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":[0.00001451032,0.00002126643,0.00003790039,0.00001407522,0.000027184,0.00001506934,0.00006179479,0.9740873,0.02443783,0.0004544593,0.0006808268,0.0001477954],"study_design_scores_gemma":[0.0004798648,0.0001531516,0.02623498,0.00008282466,0.00001660903,0.0007279878,0.00009704386,0.9594971,0.01089305,0.0001144382,0.001511581,0.0001914034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9615946,0.0002011253,0.03719232,0.0002792868,0.0003606282,0.000117447,0.00001240134,0.00006723126,0.0001749046],"genre_scores_gemma":[0.999344,0.00003096351,0.0004764968,0.0000474269,0.00003286569,0.000004926885,0.000001339614,0.00002202739,0.00003993835],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03774936,"threshold_uncertainty_score":0.4162606,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0112982576244792,"score_gpt":0.2178254438261903,"score_spread":0.2065271862017111,"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."}}