{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001464748,0.000144349,0.0001921641,0.0001851905,0.00008121483,0.00002478465,0.0001358075,0.0001472529,0.00002767791],"category_scores_gemma":[0.0001222446,0.0001351282,0.00004671481,0.0002219845,0.00005496039,0.0000608087,0.00001491796,0.0004183082,0.000007422317],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002571146,"about_ca_system_score_gemma":0.00005455934,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001922583,"about_ca_topic_score_gemma":0.00004922771,"domain_scores_codex":[0.9990149,0.00001439485,0.0003049516,0.0001098985,0.0001927825,0.0003630945],"domain_scores_gemma":[0.9991753,0.00005815876,0.00001885198,0.0001714397,0.00004376108,0.0005325033],"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":[0.00001974213,0.00002657563,0.0001624025,0.00009217781,0.00003150897,0.00004091217,0.00003704767,0.9881928,0.001200749,0.0005968049,0.0004598106,0.009139463],"study_design_scores_gemma":[0.0009354203,0.0008161751,0.02388296,0.0002615728,0.00003193439,0.0001086701,0.000007117229,0.9654134,0.002109176,0.0001309598,0.006025992,0.0002766069],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9832152,0.000147331,0.01471676,0.0003026086,0.0002306814,0.0002280029,0.000001410527,0.0001651292,0.0009928945],"genre_scores_gemma":[0.9993957,0.0003719953,0.00004557553,0.00008242325,0.00003490112,0.000009293278,0.00000326095,0.00002133494,0.0000355326],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02372056,"threshold_uncertainty_score":0.5510368,"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."}}