Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/20358
Title: Seismic lateral earth pressure coefficients for c-φ soils by slip line method
Authors: Cheng, YM 
Keywords: Finite difference
Lateral earth pressure
Seismic
Slip line
Issue Date: 2003
Publisher: Elsevier
Source: Computers and geotechnics, 2003, v. 30, no. 8, p. 661-670 How to cite?
Journal: Computers and geotechnics 
Abstract: In this paper, the author proposes a rotation of axes in the solution of slip line equations for determination of lateral earth pressure with the presence of seismic loading under general conditions. A general c - φ soil system under a general condition can be considered so that Kpγ, Kpc, Kpq, Kaγ, Kac and Kaq can all be determined. For passive pressure, Kpc is found to be much greater than Kpγ and the effect of seismic coefficient on passive pressure is relatively small as compared with the corresponding situation for active pressure. The use of iterative analysis is found to be useful for passive pressure determination but unimportant for active pressure determination.
URI: http://hdl.handle.net/10397/20358
ISSN: 0266-352X
DOI: 10.1016/j.compgeo.2003.07.003
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

43
Last Week
0
Last month
0
Citations as of Aug 11, 2018

WEB OF SCIENCETM
Citations

33
Last Week
0
Last month
1
Citations as of Aug 10, 2018

Page view(s)

45
Last Week
0
Last month
Citations as of Aug 13, 2018

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.