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重力坝抗滑稳定的研究方法概述
引用本文:赵军亮. 重力坝抗滑稳定的研究方法概述[J]. 城市建筑, 2013, 0(22): 316-316
作者姓名:赵军亮
作者单位:南水北调中线干线工程建设管理局,071000
摘    要:重力坝失稳问题的产生几乎全部是因为在工程勘测的前期对地质地况没有进行详细的了解,以致忽视了坝基中存在的软弱夹层,最终导致了各种工程问题的产生。本文通过总结重力坝抗滑稳定的分析方法,比对各种方法的优缺点,从而清晰地得出重力坝抗滑稳定分析的趋势,为工程的建设提供了借鉴意义。

关 键 词:重力坝  抗滑稳定  安全系数  可靠度

Research on Anti Sliding Stability of Gravity Dams
Zhao Junliang. Research on Anti Sliding Stability of Gravity Dams[J]. Urbanism and Architecture, 2013, 0(22): 316-316
Authors:Zhao Junliang
Affiliation:Zhao Junliang
Abstract:Gravity instability problems almost al because of there is not a detailed understanding of ground engineering geological conditions in the early, which overlooked the weak interlayer in the foundation of existence and eventual y leads to the emergence of various engineering problems. This paper by analyzing the methods of gravity dams anti sliding stability makes a comparison of the advantages and disadvantages of various methods, thus clearly gets the stability analysis of gravity dam against sliding, and provides the reference for the construction of project.
Keywords:gravity dam  anti sliding stability  safety factor  reliability
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