广义水平约束定值情况下支护结构优化设计研究  

A Discussion on Design Methods of Supporting Structures With Given Supporting Forces

作　　者：谢晨光 樊有维[2] 苏金明[3] 

机构地区：[1]南京银城房地产开发公司,210009 [2]南京市测绘勘察研究院,南京210005 [3]成都理工学院建工系,成都610059

出　　处：《江苏建筑》2000年第1期8-12,共5页Jiangsu Construction

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.

关 键 词：M法 支撑力 支护结构 入土深度 桩墙 深基坑 

分 类 号：TU476.4[建筑科学—结构工程] TU473.2[建筑科学—土工工程]