摘要
对重力式挡土墙基底摩擦系数f的取值进行了分析,介绍了重力式挡土墙抗倾覆稳定系数的计算,以及重力式挡土墙的土压力理论计算,指出应对挡土墙受力进行合理分析,设计出既经济合理又安全可靠的结构类型挡土墙。
In this paper, it analyzes coefficient of friction on basis of gravity retaining wall, calculation of stability factor and pressure on gravity retaining wall are introduced, and points out proper stress analysis to retaining wall is assurance to design economic and safety retaining wall.
出处
《山西建筑》
2005年第16期131-132,共2页
Shanxi Architecture
关键词
重力式挡土墙
基底摩擦系数
设计理论
gravity retaining wall, coefficient of friction on basis, design theory
