{"id":"W2092224259","doi":"10.1680/geng.2012.165.3.195","title":"Effect of soil particle mineralogy on embankment dams","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Geology; Geotechnical engineering; Shearing (physics); Quartz; Compressibility; Levee","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":[0.0005448223,0.0003652106,0.0005821181,0.0001861136,0.00003537696,0.000008887392,0.0004628306,0.000272542,0.00001120053],"category_scores_gemma":[0.0004781193,0.0002832046,0.0002856764,0.0005953268,0.0001410745,0.0002182818,0.0000956643,0.0004878616,0.000001837729],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001093769,"about_ca_system_score_gemma":0.00001206091,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001095935,"about_ca_topic_score_gemma":6.71261e-7,"domain_scores_codex":[0.9981614,0.000007004179,0.0006695825,0.000179458,0.0004655089,0.0005170258],"domain_scores_gemma":[0.9992104,0.0001582955,0.0001262542,0.000269696,0.00008122365,0.0001541574],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002829879,0.00004246147,0.00009475322,0.0008438035,0.00007022743,1.512709e-7,0.00004764151,0.8332452,0.1471718,0.0179788,0.0001105601,0.0003663049],"study_design_scores_gemma":[0.000690611,0.0003686383,0.001800534,0.0004717274,0.0001115116,0.00002083583,0.00001140967,0.2790951,0.7160053,0.0000686498,0.0009972402,0.0003584666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9876449,0.0005269321,0.008847296,0.00005248207,0.0008428653,0.0003483615,0.00001159135,0.0004778984,0.001247713],"genre_scores_gemma":[0.9993919,0.00004120777,0.0003545706,0.000006210565,0.0001024013,0.00003805376,0.000001712439,0.0000489753,0.00001502071],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5688335,"threshold_uncertainty_score":0.999962,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004874097569567793,"score_gpt":0.2017998548116118,"score_spread":0.1969257572420439,"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."}}