DocumentCode
3168777
Title
The effect of elastic modulus and poisson ratio on the safety factor of the slope based on three criteria
Author
Hong-bin, Yan ; Xiao-yu, Ma ; Cui-na, Yang
Author_Institution
Shool of Civil Eng. & Archit., Wuhan Univ. of Technol., Wuhan, China
fYear
2011
fDate
16-18 April 2011
Firstpage
5375
Lastpage
5377
Abstract
With the development of FEM and computation methods, the study and use of shear strength reduction technology in slope stability analysis is becoming increasingly popular. In this paper, the effect of elastic modulus and poisson ratio on the safety factor of the slope as well as the width of it´s plastic zone domain (zone) is examined by using three criteria based on SSR technique.
Keywords
Poisson ratio; finite element analysis; geotechnical engineering; safety; shear strength; stability; FEM; Poisson ratio; computation method; elastic modulus; plastic zone domain; safety factor; shear strength reduction technology; slope stability analysis; Finite element methods; Plastics; Rocks; Safety; Soil; Stability analysis; Stress; Elastic Modulus; Poisson ratio; criteria;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769290
Filename
5769290
Link To Document