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牙口滑坡动(静)力稳定性综合分析
引用本文:吴胜元. 牙口滑坡动(静)力稳定性综合分析[J]. 勘察科学技术, 1996, 0(3)
作者姓名:吴胜元
作者单位:冶金工业部勘察研究总院 河北·保定
摘    要:
本文以Biot固结理论为基础,采用粘弹性本构模型,用二维有限元法计算了牙口滑坡在静力、动力条件下的稳定性并与Bishop圆弧法和不平衡力传递系数法的计算结果进行了比较,对牙口滑坡的稳定性进行了评价。

关 键 词:滑坡  稳定性  Biot理论  有限元  粘弹性

SYNTHETIC ANALYSIS OF DYNAMIC (STATIC) STABILITY OF YAKOU LANDSLIDE
Wu Shengyuan. SYNTHETIC ANALYSIS OF DYNAMIC (STATIC) STABILITY OF YAKOU LANDSLIDE[J]. Site Investigation Science and Technology, 1996, 0(3)
Authors:Wu Shengyuan
Abstract:
Taking the Biot's consolidation theory as a basis, adopting the visco-elastic constitutive model , using the two dimensional finite element method ,in this paper the stability under the static and dynamic conditions of the Yakou landslide is calculated. Comparison is made with the calculating result of the Bishop circular arc method and the unbalanced force transmitting coefficient method, and the stability of the Yakou landslide has been assessed.
Keywords:landslide  stability  Biot's theory  finite element method  visco-elasticity
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