GRC重力式绿化型挡土墙稳定性分析  

Stability analysis of the GRC afforesting gravity retaining wall

作　　者：齐进[1] 吴建伟[1] 孙承福[1] 

机构地区：[1]山东省水利勘测设计院

出　　处：《山西建筑》2008年第27期149-150,共2页Shanxi Architecture

摘　　要：结合某一给定的地质条件和挡土墙的构造方式,采用有限元数值分析方法,对GRC重力式绿化型挡土墙的稳定性进行了具体数值计算和分析,分析结果表明该技术满足实际需要。Combined with the given gealogy and the structure of retaining wall, the stability of the GRC afforesting gravity retaining wall was analyzed by the large nonlinear mechanical finite element analysis prcgram-ABAQUS. The simulation results showed that the retaining wall satisfied the actual needs,

关 键 词：有限元分析 GRC 挡土墙 稳定性 

分 类 号：TU413.62[建筑科学—岩土工程]