{"id":"W2122041269","doi":"10.1139/t00-036","title":"Undrained and drained (?) stress-strain response","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Stress path; Effective stress; Void ratio; Stiffness; Geology; Stress (linguistics); Deformation (meteorology); Stress–strain curve; Shear stress; Soil water; Shear (geology); Materials science; Soil science; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005654182,0.000225626,0.0002345848,0.000239449,0.0001737783,0.0001208743,0.000273853,0.0003165718,0.0008358194],"category_scores_gemma":[0.0001940614,0.0002310126,0.0001120514,0.0002561839,0.00006590036,0.0001042445,0.00001227672,0.0009656251,0.0000655076],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001878668,"about_ca_system_score_gemma":0.0001633203,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002854058,"about_ca_topic_score_gemma":0.0005416138,"domain_scores_codex":[0.9985863,0.00005386811,0.000329346,0.0001803685,0.0001844545,0.0006656742],"domain_scores_gemma":[0.9982961,0.00009427452,0.00001661439,0.0002595489,0.00003331757,0.001300095],"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":[0.0001376735,0.00002870633,0.000007929491,0.0000525228,0.0001349162,0.001332851,0.0001878685,0.7417855,0.003494218,0.001810944,0.00855928,0.2424676],"study_design_scores_gemma":[0.001577635,0.000375524,0.003264399,0.00024893,0.00007081604,0.003226799,0.0001229483,0.5991938,0.0003428793,0.005570553,0.3847278,0.001277866],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9478699,0.00347135,0.02396695,0.01132014,0.001249202,0.0007059179,0.001289637,0.003021009,0.007105895],"genre_scores_gemma":[0.9982861,0.0002232037,0.0005104188,0.0002701228,0.0001535845,0.00000668852,0.000009774539,0.00005668271,0.0004834323],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3761685,"threshold_uncertainty_score":0.9420421,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005238101539730169,"score_gpt":0.1785882603118337,"score_spread":0.1733501587721035,"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."}}