摘要
在修正文献［１］方法的基础上，对水泥土挡墙的空间作用作了进一步的分析研究，分析结果表明，本文方法理论上更为合理，实践上更符合实际。
Based on the modification of paper ,the spatial effect of cement stabilized soil retaining wall has been further analysised.The analysis result shows that the method of this paper is more reasonable in theory,and the computed result is more concerned with the engineering practice.
出处
《西安矿业学院学报》
CAS
1999年第1期31-35,共5页
Journal of Xi'an University of Science & Technology
关键词
水泥土挡墙
空间作用
内力
变形
挡土墙
cement stabilized soil retaining wall
spatial effect
interal force
deformation
