{"id":"W2793723983","doi":"10.1139/cgj-2017-0393","title":"Mechanical response and pore pressure generation in granular filters subjected to uniaxial cyclic loading","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Wollongong; University of Engineering and Technology, Lahore","keywords":"Shakedown; Pore water pressure; Materials science; Piping; Geotechnical engineering; Permeability (electromagnetism); Cyclic stress; Water pressure; Settlement (finance); Composite material; Geology; Structural engineering; Engineering; Finite element method","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"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":[0.0003492141,0.0003216741,0.0002689337,0.0003888523,0.0003882298,0.0002976138,0.0002228235,0.0003808329,0.00112762],"category_scores_gemma":[0.0008963216,0.0001662013,0.0002018756,0.0004233935,0.0004934032,0.0002934749,0.0002942687,0.0003021997,0.0001428952],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002486709,"about_ca_system_score_gemma":0.0002279918,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003000439,"about_ca_topic_score_gemma":0.005530156,"domain_scores_codex":[0.999568,0.00003426721,0.00004029417,0.00005480733,0.0002230498,0.0000795911],"domain_scores_gemma":[0.9994411,0.0001719179,0.0001315709,0.00005091731,0.0001362323,0.00006829962],"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":[0.0003488946,0.00005510525,0.006049938,0.00008627695,0.00001744208,0.0002140195,0.000203278,0.001433298,0.9862202,0.00003099892,0.00004676512,0.005293831],"study_design_scores_gemma":[0.0000125658,0.001698809,0.1027354,0.00001385921,0.00004049971,0.0002479709,0.0005508196,0.004852254,0.8890216,0.00005528442,0.0007403413,0.0000305856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998885,0.00008322516,0.0006000824,0.000009178664,0.000004623234,0.00001246271,0.00008890528,0.00001225335,0.000304239],"genre_scores_gemma":[0.9988235,0.00008848678,0.0006178988,0.00001135014,0.00000247744,0.00001757793,0.0001020343,0.000004998147,0.0003316952],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003000439,"threshold_uncertainty_score":0.005965948,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009058374250962505,"score_gpt":0.2028699982165728,"score_spread":0.1938116239656103,"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."}}