A series of centrifuge experiments were conducted to identify different internal failure modes
of a group of soil-cement (SC) columns (eg, shearing and tension due to bending) under …

Abstract Two-dimensional, nonlinear, finite-difference analyses were used to investigate the
stability of an embankment supported by spatially variable soil–cement columns. This study …

金川镍矿是我国最重要的镍矿资源基地, 矿区岩石破碎, 龙首矿区采用的小断面六角形进路分层
下向胶结充填采矿法为厚大破碎矿体的安全开采提供了成功经验. 金川公司二矿区东部贫矿体厚 …

Highly spatially variable properties of soil and soil-cement ground reinforcement are major
concerns in the seismic design of geotechnical structures. This paper used two-dimensional …

. In this research, comprehensive studies have been carried out by laboratory and numerical
modeling methods on the variables affecting soil improvement with soil-cement columns …

This study presents the results of spatial variability effect of soil and soil-cement (SC) ground
reinforcement on behavior of soil and overlying structures under static and dynamic …

This paper describes the centrifuge model construction procedure for an embankment on a
soft clay profile reinforced by Soil-Cement (SC) columns and presents preliminary results …