{"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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001868205,0.000326847,0.0004630568,0.0001971489,0.00006184459,0.00009816381,0.000295697,0.0002640932,0.0001336029],"category_scores_gemma":[0.00006080373,0.0003414993,0.0001349207,0.0003225858,0.00001896581,0.0002039909,0.00004701214,0.000426858,0.0001278767],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001047454,"about_ca_system_score_gemma":0.0001003015,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008743114,"about_ca_topic_score_gemma":0.00001544108,"domain_scores_codex":[0.9982086,0.00003426236,0.0005979769,0.0003359421,0.0003090477,0.0005142039],"domain_scores_gemma":[0.9990336,0.0001058883,0.00009413451,0.0003761125,0.0001464906,0.0002437265],"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":[0.000006010258,0.00003004354,0.00002663259,0.00003443892,0.00003824213,0.000006112326,0.000047995,0.5429876,0.4544199,0.001724211,0.00009851938,0.0005802301],"study_design_scores_gemma":[0.002637872,0.0005648174,0.06424294,0.0004212489,0.0002101022,0.00004166188,0.0003289164,0.4780606,0.4500723,0.0007186815,0.001106406,0.001594487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9882823,0.00002766444,0.008520372,0.00008389488,0.0008505271,0.0003861627,0.00004796838,0.0004121174,0.001388945],"genre_scores_gemma":[0.9976511,0.000009517946,0.00167471,0.00004740074,0.0001132511,0.00003782731,0.00007414541,0.0000590451,0.0003330189],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06492708,"threshold_uncertainty_score":0.9999037,"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."}}