作者: Sung Eun Cho , Seung Rae Lee
DOI: 10.1061/(ASCE)1090-0241(2002)128:9(756)
关键词: Infiltration (hydrology) 、 Estimation theory 、 Geotechnical engineering 、 Soil mechanics 、 Slope stability 、 Residual 、 Numerical analysis 、 Slope stability analysis 、 Geology 、 Finite element method
摘要: Shallow slope failures in residual soil during periods of prolonged infiltration are commonly occurring in the world. This study examines an infinite slope analysis to estimate the …