{"id":"W3189051438","doi":"10.1139/cgj-2021-0113","title":"Investigation of small- to large-strain moduli correlations of rockfill materials — application to Romaine-2 dam","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"Hydro-Québec; WSP (Canada); Université de Sherbrooke","funders":"","keywords":"Oedometer test; Geotechnical engineering; Consolidation (business); Tangent modulus; Shear modulus; Elastic modulus; Stiffness; Modulus; Tangent; Geology; Shear stress; Shear (geology); Moduli; Materials science; Structural engineering; Engineering; Mathematics; Composite material; Geometry; Physics; Soil water","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":[0.000243786,0.0001436488,0.0002660248,0.0002727031,0.00007135951,0.00003176013,0.0002253899,0.000205775,0.00008105725],"category_scores_gemma":[0.0002567952,0.0001575095,0.00007068391,0.0005267857,0.00002254895,0.00005193639,0.00002879438,0.0002962357,0.000008464711],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00017972,"about_ca_system_score_gemma":0.0002004334,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008019308,"about_ca_topic_score_gemma":0.002664841,"domain_scores_codex":[0.9987894,0.00002870619,0.0005229926,0.0001549806,0.0001708715,0.0003330797],"domain_scores_gemma":[0.9987361,0.00004244104,0.00005795442,0.0002843652,0.0001718229,0.000707332],"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":[0.000002335191,0.000003604811,0.00002774134,0.0000328999,0.00002092192,0.000007673235,0.00005396064,0.7681061,0.2275215,0.002562012,0.0005929755,0.001068271],"study_design_scores_gemma":[0.001941715,0.0005873656,0.1593289,0.001246558,0.0002746409,0.001181342,0.0005172793,0.4033678,0.3293764,0.03889478,0.06097403,0.002309246],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.296005,0.00008699733,0.7020159,0.0008793708,0.0002806571,0.0002037481,0.0003059901,0.00009365744,0.0001286857],"genre_scores_gemma":[0.9914569,0.000009564638,0.008139694,0.0001673206,0.0001032625,0.00001488588,0.00004801011,0.00002823295,0.00003212767],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6954519,"threshold_uncertainty_score":0.642305,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009057524842442058,"score_gpt":0.1957932218487892,"score_spread":0.1867356970063471,"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."}}