摘要
应用岩土工程变形和稳定性分析的二维有限元计算程序,对地下连续墙支护结构体系的力学性质进行了分析,通过对工程实例的阐述,为地下连续墙支护的设计与施工积累了经验。
Applying 2D finite element calculation procedure of geotechnical engineering deformation and stability analysis, it analyzes mechanical properties of underground continuous wall retaining structure. By elaborating engineering example, it accumulates experiences for the design and construction of underground continuous wall supporting.
出处
《山西建筑》
2010年第29期106-107,共2页
Shanxi Architecture
关键词
基坑
地下连续墙
有限元
位移
应力
excavation, underground continuous wall, finite element, displacement, stress
