@inproceedings{6fa4b03222534297a8509e14b9ddc694,
title = "Numerical analysis of gradient-changing slope under earthquakes",
abstract = "A two-dimensional finite element numerical model was proposed to analyze earthquake responses of gradient-changing slope based on a shaking table test. In order to study dynamic characteristics of the gradient-changing slope, seismic waves with different peak accelerations, sorts and frequencies were input at bottom boundary of the numerical model. Simulation results show that dynamic performance of the numerical model is similar to practical homogeneous soil slope. Then, numerical model was verified by comparing simulation results with test data. The results are helpful to further study on mechanism of slope stability under earthquake and the guidance for practical engineering.",
keywords = "Dynamic response, Earthquake, Slope",
author = "Xiao Yan and Juyun Yuan and Lei Fang and Zhenxin Li and Haitao Yu and Yong Yuan",
year = "2014",
month = jul,
day = "1",
language = "English",
series = "11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014",
publisher = "International Center for Numerical Methods in Engineering",
pages = "1381--1387",
editor = "Eugenio Onate and Xavier Oliver and Antonio Huerta",
booktitle = "11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014",
note = "Joint 11th World Congress on Computational Mechanics, WCCM 2014, the 5th European Conference on Computational Mechanics, ECCM 2014 and the 6th European Conference on Computational Fluid Dynamics, ECFD 2014 ; Conference date: 20-07-2014 Through 25-07-2014",
}