摘要
根据基坑围护结构土压力的特点,分析土压力与位移的关系,推导了基坑开挖面上土体所能达到的主动土压力,围护结构墙体所要需要的极限位移相关计算公式,并编写有限元程序Mmethod,程序的编写结合按弹性地基梁模型。
According to the characteristics of foundation pit retaining structure earth pressure, analyze the relationship be-tween earth pressure and displacement, deduce the active earth pressure of the surface soil can reach on the foundation pit excavation, the related ultimate displacement calculation form-ula that retaining wal needs, and prepare the finite element pr-ogram Mmethod, prepared program combining the elastic fou-ndation beam model.
出处
《城市建筑》
2014年第4期147-147,共1页
Urbanism and Architecture
关键词
基坑围护结构
土压力
变形
探讨
retaining structure
soil pressure
deformation
di-scussion
