{"id":"W1986049630","doi":"10.1061/(asce)gt.1943-5606.0000349","title":"Postcyclic Reconsolidation Strains in Low-Plastic Fraser River Silt due to Dissipation of Excess Pore-Water Pressures","year":2010,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Silt; Pore water pressure; Void ratio; Geotechnical engineering; Materials science; Composite material; Geology","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002342376,0.0003613304,0.0001872016,0.0003063602,0.0001470558,0.000266387,0.0002376953,0.0002485939,0.00123883],"category_scores_gemma":[0.0003174973,0.0001957533,0.0001834197,0.0002413386,0.000455711,0.000274185,0.0001900245,0.000308628,0.0001310361],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002104747,"about_ca_system_score_gemma":0.0001660244,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00152751,"about_ca_topic_score_gemma":0.002976214,"domain_scores_codex":[0.9998745,0.00001328124,0.00001005588,0.00002998573,0.00004023846,0.00003197205],"domain_scores_gemma":[0.9996636,0.00007472966,0.0001297435,0.00002477155,0.00005542802,0.00005168233],"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":[0.0001174173,0.00001322292,0.004631769,0.00002954796,0.000008069825,0.0001050354,0.0001061558,0.0003381374,0.9933352,0.00001358349,0.000007251848,0.001294598],"study_design_scores_gemma":[0.000006792737,0.0006665727,0.1599786,0.000007711898,0.00002554974,0.0002093887,0.0003779773,0.001633253,0.8365837,0.00003443648,0.0004610645,0.00001494494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995962,0.00005099062,0.0001681185,0.000002943049,0.00000119671,0.0000032274,0.00004309422,0.000006712029,0.0001276432],"genre_scores_gemma":[0.999316,0.00004123916,0.0002098414,0.000006275349,0.000001461708,0.000006649388,0.000100229,0.00000492315,0.0003134049],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00152751,"threshold_uncertainty_score":0.004144251,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00291167902245478,"score_gpt":0.1741516496627988,"score_spread":0.171239970640344,"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."}}