摘要
采用把水泥土挡墙当作刚性桩，把地基当作线弹性的模型，同时考虑挡土墙空间作用的计算方法，计算出这种挡土结构的位移。
A calculating method which considers cement stabilized soil retaining wall as rigid pile, foundation soil as linear elastic model and spatical action of retaining wall is presented in the paper. This method can be conveniently used to calculate displacement of the retaining structure.
出处
《工业建筑》
EI
CSCD
北大核心
1998年第5期9-13,共5页
Industrial Construction
关键词
水泥土挡墙
刚性桩
弹性模型
位移
挡土墙
cement stabilized soil retaining wall rigid pile linear elastic model spatical action displacement
