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重力坝抗滑稳定安全系数与安全度探讨
引用本文:阮超. 重力坝抗滑稳定安全系数与安全度探讨[J]. 城市建筑, 2013, 0(24): 302-302
作者姓名:阮超
作者单位:华北水利水电工程集团有限公司,300170
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。

关 键 词:重力坝  安全系数  安全度  抗滑稳定

Discussion on the Anti-sliding Stability Safety Coefficient and Gravity Dam Safety
Ruan Chao. Discussion on the Anti-sliding Stability Safety Coefficient and Gravity Dam Safety[J]. Urbanism and Architecture, 2013, 0(24): 302-302
Authors:Ruan Chao
Abstract: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.
Keywords:gravity dam  safety coefficient  safety  anti sli-ding stability
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