On Overloading Design Method for the Slope of Deep Foundation Pit with Layered Soil Braced by Soil Nail

被引：0
|
作者：
Li, Lihua [1 ]
机构：
[1] North China Univ Water Resources & Elect Power, Zhengzhou 450011, Peoples R China
来源：
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2 | 2013年 / 438-439卷
关键词：
soil nail; layered soil; even overloading; energy safety factor;
D O I：
10.4028/www.scientific.net/AMM.438-439.724
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on plastic limit equilibrium theory of soil, the suitable values of energy safety factor are discussed here from energy work rate, the new design method for vertical slope of deep foundation pit with layered soil braced by soil nail with even overloading on slope top is proposed and engineering example is given out.
引用
收藏
页码：724 / 727
页数：4
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