{"id":"W4385602262","doi":"10.1007/978-3-031-34159-5_28","title":"Evaluation of Concrete Constitutive Models for Finite Element Simulation of Dam Shear Keys","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Constitutive equation; Shearing (physics); Structural engineering; Geotechnical engineering; Shear (geology); Finite element method; Cohesion (chemistry); Dilatant; Direct shear test; Triaxial shear test; Precast concrete; Gravity dam; Geology; Engineering; Materials science; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008374201,0.0004230004,0.0006535446,0.0004889375,0.00001569303,0.000008865209,0.0001525905,0.0004194031,0.0000345647],"category_scores_gemma":[0.0005089114,0.0004904988,0.0001848477,0.0001305311,0.00003407159,0.00008435635,0.00003348332,0.0003793048,0.000002968256],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002771507,"about_ca_system_score_gemma":0.00007858741,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006586419,"about_ca_topic_score_gemma":0.00003325126,"domain_scores_codex":[0.9981262,0.00001121967,0.0007037381,0.0002814106,0.000583925,0.0002935153],"domain_scores_gemma":[0.9981237,0.001070433,0.0001152523,0.0003304952,0.0003103759,0.00004976771],"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":[0.00001002612,0.000001742913,0.000001039998,0.000782946,0.0002140875,0.000001191789,0.0002381385,0.990874,0.0004600818,0.00385498,0.000007434453,0.003554359],"study_design_scores_gemma":[0.0006495522,0.00004908386,0.000006389191,0.001027636,0.0002192966,5.754546e-7,0.000001632651,0.9880757,0.001607776,0.007402197,0.0005665147,0.0003936242],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0001192436,0.001104192,0.9862652,0.000006270192,0.0007195722,0.0008687079,0.0003841229,0.0002560942,0.01027657],"genre_scores_gemma":[0.9958919,0.0001505855,0.003200064,0.000003572372,0.0001389705,0.00007654347,0.0002214744,0.0001797652,0.0001371663],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9957726,"threshold_uncertainty_score":0.9997547,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03687667200900734,"score_gpt":0.2563447844378964,"score_spread":0.2194681124288891,"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."}}