摘要
在进行深层抗滑稳定计算讨论时,涉及到的计算会变得相对复杂,会有更多的因素难以确定,并且由于在工程实践中的经验也累积较少,我们很难找到关于安全系数的一个统一标准取值。本文通过实际工程的计算给出抗滑稳定计算公式和安全系数的建议值,为以后的研究奠定基础。
In the discussion of deep anti-sliding stability calc-ulation, the computation involving wil become relatively com-plex, there wil be more difficult to determine the factors, and the experiences in engineering practice has accumulated less, it is difficult to find a unified standard value of safety factor. This paper gives the proposed value of anti sliding stability formula and safety factor by the actual engineering, lays the foundation for the further study.
出处
《城市建筑》
2013年第24期302-302,共1页
Urbanism and Architecture
关键词
重力坝
安全系数
安全度
抗滑稳定
gravity dam
safety coefficient
safety
anti sli-ding stability