摘要
以m法为基础 ,探讨了广义支撑力水平定值情况下桩墙支护结构入土深度的求算问题 ,并对求算结果进行了分析 :引入了该种情况下桩墙支护结构整体化的思路和方法。
Based on m-method,the embodiment depth calculation of piles (or diaphragm walls)is discussd while supporting forces had been given.The results of calculation are analyzed here and the idea and method of optimistic designing of supporting structures structures is introduced under the same condition.
出处
《江苏建筑》
2000年第1期8-12,共5页
Jiangsu Construction
关键词
M法
支撑力
支护结构
入土深度
桩墙
深基坑
m-method,supporting forces,supporting structure,embodiment depth,optimization
