{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001617764,0.000139279,0.0001783708,0.0001038669,0.0000594198,0.00003198125,0.00005017354,0.00008950938,0.00007915333],"category_scores_gemma":[0.00004050672,0.0001127775,0.00003894698,0.0003559868,0.00004702496,0.00006971666,0.00001031107,0.0001566774,0.000001440695],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004336185,"about_ca_system_score_gemma":0.000008983395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000184976,"about_ca_topic_score_gemma":0.0001005588,"domain_scores_codex":[0.999293,0.000009142353,0.0001725844,0.0002178027,0.0001315418,0.0001759285],"domain_scores_gemma":[0.9995394,0.000059055,0.00002152246,0.0002294081,0.00005972173,0.00009088668],"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":[0.0001217384,0.0001783678,0.01513434,0.0002574483,0.0009009661,8.326102e-7,0.0005409707,0.906146,0.06380396,0.003147159,0.00008213348,0.009686077],"study_design_scores_gemma":[0.001635546,0.0003596726,0.07837874,0.00001568262,0.0003836652,0.000002979468,0.0002262104,0.8867879,0.03040977,0.00022637,0.001040482,0.0005329906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8901338,0.000004524383,0.1082665,0.00004488875,0.00008755185,0.0003274937,0.00001971287,0.0003841593,0.0007313388],"genre_scores_gemma":[0.9948288,0.000004047771,0.004981848,0.00001136942,0.00001398832,0.00004858158,0.00004722088,0.0000186597,0.00004550342],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.104695,"threshold_uncertainty_score":0.4598931,"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."}}