{"id":"W2160472571","doi":"10.1139/t02-086","title":"Bearing-capacity prediction of spatially random <i>c</i> <i>ϕ</i> soils","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":517,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Monte Carlo method; Bearing capacity; Random field; Standard deviation; Mathematics; Geotechnical engineering; Spatial variability; Soil water; Spatial correlation; Finite element method; Statistical physics; Structural engineering; Geology; Statistics; Engineering; Soil science; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00813972830396215,"score_gpt":0.1663469037804418,"score_spread":0.1582071754764797,"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."}}