点击次数：

论文类型：期刊论文

第一作者：Song, LaiFu

通讯作者：Xu, B (reprint author), Dalian Univ Technol, Sch Hydraul Engn, Fac Infrastruct Engn, Dalian 116024, Peoples R China.

合写作者：Xu, Bin,Kong, XianJing,Zou, DeGao,Pang, Rui,Yu, Xiang,Zhang, Zeyu

发表时间：2019-05-01

发表刊物：SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

收录刊物：SCIE、EI

卷号：120

页面范围：360-368

ISSN号：0267-7261

关键字：Three-dimensional slope; Dynamic stability; Stochastic ground motion; Probability density evolution; Reliability evaluation; Reinforcement range

摘要：The dynamic stability of a slope is an important problem in geotechnical engineering, especially when subjected to a strong earthquake. In this paper, an efficient calculation method for the time-history analysis of the dynamic stability of a 3D slope is developed, which is combined with the probability density evolution method (PDEM) to establish a reliability evaluation method for the dynamic stability of a 3D slope. A newly developed dimensional-reduction spectrum-random function method combined with the stochastic process of ground motion provides an effective method for the stochastic seismic reliability analysis of complex nonlinear 3D slopes. Finally, the stochastic dynamic response and reliability analysis of 2D and 3D slopes are performed based on a safety factor, and then the extreme distribution probability is obtained. The results show that the seismic dynamic response of the 3D slope is larger than that of a 2D slope because of the three-dimensional effect. In addition, the probability density of the safety factor has a wider range of distribution in the three-dimensional situation. Therefore, the 3D slope has a higher risk when subjected to seismic excitation, and it is necessary to study the dynamic stability and reliability for some important slopes using 3D models in practical engineering. Moreover, the time-history analysis method of the dynamic stability of a 3D slope established in this paper can directly obtain the range and specific location of the slope instability failure and can provide a reliable basis for the prevention and reinforcement of landslides.