摘要
以m法为基础,建立了考虑桩顶冠梁效应的挡墙变形计算模型,给出了计算公式。工程实例表明:该方法预测挡墙变形是可行的。
On the basis of method “ m ”, a model of calculating deformation of DMP retaining wall is presented with effect of beam at the top is considered. A calculating formula is proposed. The examples of practical project have displayed that this method is feasible to forecast deformation of DMP retaining wall.
出处
《岩土力学》
EI
CAS
CSCD
1999年第1期84-86,共3页
Rock and Soil Mechanics