{"id":"W2052888314","doi":"10.1139/t01-059","title":"Combined effects of reinforcement and prefabricated vertical drains on embankment performance","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Levee; Consolidation (business); Reinforcement; Engineering; Shear strength (soil); Soil stabilization; Slope stability; Foundation (evidence); Structural engineering; Soil water; Geology","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0002796644,0.0004515585,0.0002293999,0.0002520649,0.0001485361,0.0002964544,0.000245876,0.0003215548,0.0007300603],"category_scores_gemma":[0.001106214,0.0001799398,0.0002046723,0.0001472018,0.0003402087,0.0002598433,0.0003460287,0.0001707267,0.0001217675],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002608862,"about_ca_system_score_gemma":0.0001863826,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001713083,"about_ca_topic_score_gemma":0.005132806,"domain_scores_codex":[0.9998226,0.00003507846,0.00001240273,0.00002753235,0.00004793605,0.00005460922],"domain_scores_gemma":[0.9995508,0.0002000181,0.00009947947,0.00003370655,0.00005810399,0.00005785142],"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":[0.001744811,0.000231382,0.05387332,0.0001914268,0.00008957322,0.0006442024,0.0001664027,0.1475479,0.7658749,0.0002507413,0.00006071315,0.02932467],"study_design_scores_gemma":[0.000173817,0.009939163,0.2701494,0.00004672665,0.0003267945,0.0009422284,0.0004899838,0.1467694,0.5694398,0.0002887579,0.001363492,0.00007052023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993423,0.00002424995,0.0004643567,0.00000239606,7.191177e-7,0.000001557877,0.000008989054,0.000007844116,0.0001475857],"genre_scores_gemma":[0.9996264,0.00001459783,0.0002446802,0.000001083437,3.216296e-7,9.604486e-7,0.00001167766,0.00000212131,0.00009823215],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001713083,"threshold_uncertainty_score":0.003406227,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005169300984368489,"score_gpt":0.1758289830356146,"score_spread":0.1706596820512462,"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."}}