摘要
本文中介绍了建立在直线滑裂面与圆弧滑裂面假设的土钉墙计算设计方法;指出土钉墙设计应以计算控制设计,而不是验算控制设计;介绍土钉墙动态设计与编程实现方法;并给出采用作者程序设计的土钉墙实例。
Calculations in the design method of soil nail wall based upon the assumption of straight slip surface and circular slip surface of earth slope are presented in the paper, and also an extensively existed problem and the way of solution are given. The authors illustrate with their programmatic design as an example.
出处
《结构工程师》
1999年第4期32-37,11,共7页
Structural Engineers
关键词
土钉墙
局部稳定
整体稳定
设计
soil nail wall, local stability, overall stability