{"id":"W3008366174","doi":"10.21660/2020.66.9462","title":"STABILITY ASSESSMENT OF AN AGING EARTH FILL DAM CONSIDERING ANISOTROPIC BEHAVIOUR OF CLAY","year":2020,"lang":"en","type":"article","venue":"International Journal of Geomate","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Anisotropy; Geology; Oedometer test; Consolidation (business); Direct shear test; Shear strength (soil); Clay minerals; Pore water pressure; Triaxial shear test; Illite; Soil water; Shear (geology); Mineralogy; Petrology; Soil science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0002480113,0.0002077983,0.0001604985,0.0004807956,0.0001812748,0.0002273219,0.0001916293,0.0002094123,0.0003789192],"category_scores_gemma":[0.0003348243,0.0001058626,0.0001862671,0.000217589,0.0001611833,0.0001788248,0.0001723547,0.00009789401,0.00006474601],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003452974,"about_ca_system_score_gemma":0.0003063473,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004649027,"about_ca_topic_score_gemma":0.0099966,"domain_scores_codex":[0.9999137,0.000006881699,0.000004764078,0.00001223918,0.0000505291,0.00001184406],"domain_scores_gemma":[0.9998179,0.00003060482,0.0000486372,0.00001286858,0.00007370745,0.00001639707],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002220156,0.00009553364,0.05767467,0.00007792412,0.00002264512,0.0005043361,0.0001982214,0.06943509,0.8552213,0.0001958207,0.00006539497,0.01628697],"study_design_scores_gemma":[0.00001273161,0.0009369373,0.1745174,0.00001232882,0.00007097154,0.0003449059,0.0003840499,0.402663,0.4201782,0.000153988,0.0006829345,0.00004258339],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982356,0.00001909289,0.001512663,0.000002999956,6.247417e-7,0.000005211881,0.00003533846,0.00001747553,0.0001710607],"genre_scores_gemma":[0.9991606,0.00002016721,0.0006810094,7.649666e-7,2.386978e-7,0.000001855812,0.00002915153,0.000001617415,0.000104579],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004649027,"threshold_uncertainty_score":0.009243906,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01795443800891933,"score_gpt":0.2698151537824787,"score_spread":0.2518607157735594,"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."}}