{"id":"W2076198315","doi":"10.1139/t02-011","title":"Bearing capacity and settlement of weak fly ash ground improved using lime fly ash or stone columns","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lime; Fly ash; Geotechnical engineering; Curing (chemistry); Settlement (finance); Bearing capacity; Materials science; Environmental science; Geology; Composite material; Metallurgy","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002524579,0.00038111,0.0002435636,0.0004645802,0.0001286999,0.0001813156,0.0001714,0.0001873096,0.001284149],"category_scores_gemma":[0.00028115,0.00008850347,0.0002205944,0.0002901515,0.0001655487,0.0002557481,0.000196416,0.0001940671,0.0001588561],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001630027,"about_ca_system_score_gemma":0.0001253052,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001451612,"about_ca_topic_score_gemma":0.003942677,"domain_scores_codex":[0.9998437,0.00000965558,0.00001230826,0.00002593469,0.00007409558,0.00003431411],"domain_scores_gemma":[0.9997752,0.00003339673,0.00005007915,0.00001524733,0.00006655334,0.00005962669],"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":[0.0001494029,0.00004492177,0.002306414,0.00003412095,0.000007729494,0.00004067151,0.00002051204,0.0002093715,0.9944298,0.00001605657,0.00001410143,0.002726922],"study_design_scores_gemma":[0.00001358047,0.001702166,0.04731459,0.000005766175,0.00003861881,0.00005764859,0.0001029663,0.001392477,0.9487405,0.00001646775,0.0006012016,0.00001401069],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994867,0.00006581916,0.0001947262,0.000004043314,0.000003324296,0.000004103259,0.00004534647,0.000007723297,0.000188156],"genre_scores_gemma":[0.9983482,0.00007899669,0.000622723,0.000006543646,0.000002564614,0.000004327892,0.0001010324,0.000004134274,0.0008314717],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001451612,"threshold_uncertainty_score":0.004295945,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02427141012663888,"score_gpt":0.2011168926803111,"score_spread":0.1768454825536722,"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."}}