{"id":"W4255309222","doi":"10.32920/ryerson.14665713","title":"Leaching Impact On Compressibility Of Untreated And Cement-Treated Champlain Sea Clay","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Materials Engineering and Processing","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Compressibility; Leaching (pedology); Cement; Salinity; Geotechnical engineering; Geology; Pore water pressure; Soil water; Soil science; Materials science; Composite material; Thermodynamics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002423219,0.0004167127,0.0006252461,0.0001291242,0.00003910969,0.0001331291,0.0001267647,0.0002807106,0.0002686966],"category_scores_gemma":[0.00002458403,0.0003495549,0.0000951484,0.00008830104,0.00002526768,0.00005318268,0.0001537872,0.0004127014,0.000001677236],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001027735,"about_ca_system_score_gemma":0.00002787175,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008454688,"about_ca_topic_score_gemma":0.00001907252,"domain_scores_codex":[0.9987421,0.00006761195,0.0004056249,0.0003624326,0.0001548053,0.0002674299],"domain_scores_gemma":[0.9992617,0.00007919737,0.00007146213,0.0004327215,0.00005245653,0.0001025139],"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":[0.00005280231,0.00006010426,0.003162031,0.003957572,0.0004055078,0.00001646084,0.0007290863,0.9266657,0.06153043,0.00001213821,0.0001449544,0.003263239],"study_design_scores_gemma":[0.0008240445,0.0001053922,0.01734857,0.002357948,0.0001282335,0.00001480546,0.000113365,0.7452345,0.2326746,0.00009483394,0.00006493694,0.001038842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9910389,0.0009582117,0.004014234,0.000006387287,0.0002919741,0.0001841397,0.0001478753,0.0005174195,0.002840886],"genre_scores_gemma":[0.9985114,0.0001425283,0.0008373007,0.000005741981,0.00005338427,0.00001239785,0.0003453133,0.00005811638,0.00003375787],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1814312,"threshold_uncertainty_score":0.9998956,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01402796784882055,"score_gpt":0.2525225095611249,"score_spread":0.2384945417123044,"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."}}