{"id":"W2017044676","doi":"10.1139/t04-119","title":"Cyclic loading response of loose air-pluviated Fraser River sand for validation of numerical models simulating centrifuge tests","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Geotechnical engineering; Liquefaction; Shear (geology); Shear stress; Simple shear; Triaxial shear test; Direct shear test; Geology; Discrete element method; Compaction; Materials science; Composite material; Mechanics","routes":{"ca_aff":false,"ca_fund":true,"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":[0.0007181959,0.0002172945,0.0004014242,0.0003796001,0.00009405615,0.00001941202,0.0002847239,0.0003511951,0.00003124986],"category_scores_gemma":[0.000723405,0.0002298332,0.0002005253,0.0003775278,0.00004501217,0.0001980801,0.00002148865,0.0005781674,0.000004351598],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003710649,"about_ca_system_score_gemma":0.0001801187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002449218,"about_ca_topic_score_gemma":0.00004820606,"domain_scores_codex":[0.9982126,0.00005387217,0.0007351088,0.0001764516,0.000259273,0.0005627003],"domain_scores_gemma":[0.9984748,0.0003574653,0.0001305025,0.0002604927,0.0001785241,0.0005982093],"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":[0.00005127556,0.00002155547,0.00001236964,0.00003880185,0.00003590916,0.000007964329,0.00005196904,0.9866103,0.00770247,0.0001586702,0.000207739,0.00510098],"study_design_scores_gemma":[0.0008111148,0.0001115503,0.0002279814,0.0001542772,0.00004295685,0.00003232234,0.00001025871,0.9732594,0.02219248,0.001060278,0.001852084,0.0002452333],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6403962,0.0003230446,0.358374,0.0001997534,0.0001696789,0.0002628408,0.00007352206,0.0001584872,0.00004247449],"genre_scores_gemma":[0.9947531,0.00002678479,0.004959651,0.00005255522,0.0001189943,0.000007517123,0.00000911229,0.0000583507,0.00001397396],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3543569,"threshold_uncertainty_score":0.9372326,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01263358406422766,"score_gpt":0.221082247990646,"score_spread":0.2084486639264184,"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."}}