{"id":"W2056623672","doi":"10.1061/41108(381)29","title":"Slope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Levee; Geotechnical engineering; Consolidation (business); Overburden; Shear strength (soil); Factor of safety; Excavation; Slope stability; Safety factor; Geology; Soil stabilization; Engineering; Soil water","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001871607,0.0002603122,0.0002284526,0.0006897798,0.0001851122,0.0002479763,0.000194056,0.0002271542,0.0008052879],"category_scores_gemma":[0.0004312716,0.0001555582,0.0002662737,0.000348586,0.0002215678,0.0001370583,0.0001715266,0.0001228445,0.000141076],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003423801,"about_ca_system_score_gemma":0.0002532486,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005793951,"about_ca_topic_score_gemma":0.009173713,"domain_scores_codex":[0.9999019,0.00001169654,0.000006506853,0.00002035444,0.00003841371,0.0000210885],"domain_scores_gemma":[0.9997862,0.00005737817,0.00005333962,0.00001632109,0.00006941674,0.00001736635],"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":[0.0008401676,0.0001796524,0.08162793,0.0001577557,0.00007691638,0.001206759,0.0002072439,0.3647122,0.5200693,0.001197685,0.0002227979,0.02950149],"study_design_scores_gemma":[0.00002094855,0.000610197,0.0900107,0.00001131323,0.00004311093,0.000220546,0.0002055513,0.8144999,0.09364458,0.0002072866,0.0005035646,0.00002232647],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961208,0.00001399756,0.003533313,0.000002355933,7.542841e-7,0.00000452722,0.00003133413,0.00001391438,0.0002790526],"genre_scores_gemma":[0.9991257,0.0000112209,0.0006082647,4.924308e-7,2.596215e-7,0.000001972274,0.00003356079,0.000002166446,0.0002164408],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005793951,"threshold_uncertainty_score":0.01152045,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008071171732203704,"score_gpt":0.1971356192967772,"score_spread":0.1890644475645735,"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."}}