The Accelerogram-Based Probabilistic Analysis of Slope Stability

被引：2
|
作者：
Kang, K. [1 ]
Zerkal, O. V. [1 ]
Fomenko, I. K. [2 ]
Pavlenko, O. V. [3 ]
机构：
[1] Lomonosov Moscow State Univ, Geol Fac, Moscow, Russia
[2] Russian State Geol Prospecting Univ, Fac Hydrogeol, Moscow, Russia
[3] Russian Acad Sci, Schmidt Inst Phys Earth, Moscow, Russia
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2019年 / 56卷 / 02期
关键词：
19;
D O I：
10.1007/s11204-019-09572-z
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This study sought to assess the probabilistic stability of slope analysis under seismic conditions in the middle of the Mzymta River Valley in Russia's Greater Sochi. In probabilistic analysis, almost all input parameters can be assigned a probability distribution; however, the seismic coefficient probability distribution has been difficult to define in previous studies. This study aims to assign a probability distribution to the seismic coefficient based on seismogram acceleration distribution. The study showed that seismogram-based probabilistic analysis is a feasible way to assess slope stability.
引用
收藏
页码：71 / 76
页数：6
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