Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method

Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method

This paper uses the modified strength reduction finite element method to propose stability charts for pseudostatic stability analysis of three-dimensional (3D) homogeneous soil slopes subjected to seismic excitation. These charts are developed in a wide range of input parameters for purely cohesive...

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Bibliographic Details
Main Authors:	Chaowei Sun, Junrui Chai, Bin Ma, Tao Luo, Ying Gao, Huanfeng Qiu
Format:	Article
Language:	English
Published:	Hindawi Limited 2019-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2019/6025698

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