水泥土桩墙支挡结构抗倾覆稳定验算新方法  

New Checking Technique for Capsize resisting and Stability of Bracing Structure with Soil cement Piles Wall

作　　者：熊巨华[1] 杨敏[1] 

机构地区：[1]同济大学地下建筑与工程系

出　　处：《工程勘察》1998年第3期1-4,共4页Geotechnical Investigation & Surveying

摘　　要：本文讨论了目前水泥土桩墙支挡结构抗倾覆稳定验算中的不合理现象，分析了这种支挡结构不同类型的倾覆失稳机理，在考虑墙体与土体之间的摩擦力和墙底土体性质的基础上，建立了新的抗倾覆稳定验算公式，最后对影响抗倾覆稳定的因素进行了分析。Irrational phenomena existing in current checking computations for capsize resisting and stability of bracing structure with soil cement piles wall are discussed herein. Mechanism of different types of structures are analyzed and new check formula are set up by considering both the friction between wall and soil and also the property of soil at the wall bottom. Finally, factors affecting capsize resisting and stability are analyzed.\=

关 键 词：水泥土桩墙 支挡结构 抗倾覆稳定验算 

分 类 号：TU476.4[建筑科学—结构工程]