{"id":"W2118169904","doi":"10.1139/cgj-2014-0229","title":"A thermomechanical model for saturated soil at small and large strains","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Shearing (physics); Plasticity; Materials science; Stress path; Shear modulus; Shear (geology); Yield surface; Shear stress; Thermal; Critical state soil mechanics; Mechanics; Structural engineering; Constitutive equation; Geology; Composite material; Finite element method; Thermodynamics; Engineering","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":[0.0006210131,0.0002470838,0.0002908652,0.0001760957,0.0001638184,0.00008281635,0.0002782604,0.0004534008,0.00001270924],"category_scores_gemma":[0.000266166,0.0002369818,0.0001158087,0.0001572095,0.00002955808,0.00007030667,0.00004908486,0.0007811741,0.00001117786],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006080581,"about_ca_system_score_gemma":0.0003281169,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003111116,"about_ca_topic_score_gemma":0.008250755,"domain_scores_codex":[0.9984316,0.00001817833,0.0003359449,0.0002119722,0.0001690263,0.0008333239],"domain_scores_gemma":[0.9976267,0.00003910371,0.00003119259,0.0002328269,0.0001148496,0.001955393],"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":[0.00002377048,0.00002128048,0.000002883702,0.00004224497,0.00006918702,0.00009445832,0.0001307876,0.9745994,0.001331094,0.006019634,0.007328379,0.01033693],"study_design_scores_gemma":[0.0008125004,0.0000878779,0.00002008166,0.00003035138,0.00002680137,0.0003849948,0.00003242491,0.9813163,0.00007310931,0.004125773,0.01278715,0.0003026154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1718166,0.0008409644,0.8243934,0.0009496124,0.0005558218,0.0003667073,0.0001977972,0.0006126469,0.0002665203],"genre_scores_gemma":[0.9972823,0.00007486233,0.001919443,0.000267649,0.0001475416,0.00002440574,0.00001383151,0.00007581915,0.0001941216],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8254658,"threshold_uncertainty_score":0.9663835,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02770173348812497,"score_gpt":0.2027188853640294,"score_spread":0.1750171518759044,"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."}}