{"id":"W3030736401","doi":"","title":"Undrained shear behavior of saturated Ottawa Sand under anisotropic triaxial loading conditions to assess seismic strengthening","year":2019,"lang":"en","type":"article","venue":"EGU General Assembly Conference Abstracts","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Shear (geology); Anisotropy","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001288264,0.0002667514,0.0001990535,0.0005696282,0.0005061974,0.0004033758,0.0003783067,0.0002288191,0.001385757],"category_scores_gemma":[0.0003148087,0.0002542432,0.0001674463,0.0006047771,0.0005090539,0.0002645164,0.0002810216,0.0002566736,0.0002133126],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001523711,"about_ca_system_score_gemma":0.001547963,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2280594,"about_ca_topic_score_gemma":0.5001788,"domain_scores_codex":[0.9998844,0.000006495171,0.00001052681,0.0000222257,0.00004604209,0.00003045295],"domain_scores_gemma":[0.99977,0.00002859426,0.00003205247,0.00002383451,0.0001055358,0.00003994118],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002124709,0.0003408516,0.1458841,0.0001317248,0.0000904509,0.0005284248,0.001590519,0.03610725,0.7992381,0.0004412479,0.000414539,0.01310805],"study_design_scores_gemma":[0.00005167785,0.0005018421,0.7329629,0.00001959606,0.0001160776,0.0001469916,0.00168255,0.05532398,0.2076872,0.0001232844,0.001306006,0.00007797751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991906,0.00001106622,0.00008755263,0.000003571307,0.000001061491,0.000003164637,0.0001423219,0.000007360513,0.0005532507],"genre_scores_gemma":[0.9992872,0.0000187062,0.0001630648,0.000002463593,2.60653e-7,0.000002608585,0.00008236687,0.000002211004,0.0004412462],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2280594,"threshold_uncertainty_score":0.4534639,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02591066145380179,"score_gpt":0.2562013637602086,"score_spread":0.2302907023064068,"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."}}