{"id":"W2598544199","doi":"10.1061/9780784480441.001","title":"Polymeric Shell-Confined Aggregate Pier Ground Improvement Method to Support Bridge Embankments over Soft Clay Soil","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Geotechnical engineering; Pier; Aggregate (composite); Compressibility; Levee; Shell (structure); Materials science; Settlement (finance); Geology; Engineering; Structural engineering; Composite material; Computer science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.00009348059,0.0003521974,0.0001517383,0.0003339307,0.0001516473,0.0001523224,0.0002538803,0.0001685751,0.001057412],"category_scores_gemma":[0.00008895165,0.0001182284,0.0001476968,0.00019235,0.0001208447,0.0002577136,0.0003193537,0.0002239837,0.000293937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001266887,"about_ca_system_score_gemma":0.0001717008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005078754,"about_ca_topic_score_gemma":0.002883585,"domain_scores_codex":[0.9999231,0.000005352535,0.000004578695,0.00001638762,0.00003413851,0.00001653147],"domain_scores_gemma":[0.9999321,0.000003995175,0.00002592094,0.000007054174,0.00001643008,0.00001458556],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004969737,0.00006995598,0.0007812874,0.00009545212,0.000006521432,0.0001435501,0.00006398539,0.001649369,0.9751697,0.0003037304,0.0001704127,0.02149624],"study_design_scores_gemma":[0.00002194994,0.001390577,0.009400199,0.00001937337,0.00003406663,0.0005219059,0.0001269349,0.01587251,0.9635867,0.0000837839,0.008919988,0.00002208739],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9543859,0.0003233785,0.04223676,0.00004286413,0.00002360901,0.00006838872,0.00006074491,0.0003016511,0.002556731],"genre_scores_gemma":[0.977937,0.0001526486,0.01885482,0.00002180454,0.00000473456,0.00002302623,0.00004984943,0.00001630399,0.002939681],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001057412,"threshold_uncertainty_score":0.003537416,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01451405418391302,"score_gpt":0.2630077449521418,"score_spread":0.2484936907682288,"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."}}