Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/25438
Title: Active earth pressure on circular shaft lining obtained by simplified slip line solution with general tangential stress coefficient
Authors: Cheng, YM 
Hu, YY
Keywords: Active pressure
Axi-symmetric
Slip line
Tangential stress coefficient
Issue Date: 2005
Publisher: 南京水利科學硏究院
Source: 岩土工程學報 (Chinese journal of geotechnical engineering), 2005, v. 27, no. 1, p. 110-115 How to cite?
Journal: 岩土工程學報 (Chinese journal of geotechnical engineering) 
Abstract: In this paper, a general tangential stress coefficient is introduced to overcome the limitations of the Haar and Von Karman hypothesis in axi-symmetric earth pressure problem. A simplified analytical solution of active earth pressure on circular shaft with no wall friction and horizontal backfill is developed in the present paper. It is demonstrated that the tangential stress coefficient has a major effect on the active pressure and the Harr and Von Karman hypothesis may be unacceptable in practice. The authors consider that an active earth pressure based on a tangential stress coefficient equal to the coefficient of earth pressure at rest is suitable for engineering practice.
URI: http://hdl.handle.net/10397/25438
ISSN: 1000-4548
Appears in Collections:Journal/Magazine Article

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

SCOPUSTM   
Citations

14
Citations as of Feb 25, 2017

Page view(s)

71
Last Week
6
Last month
Checked on Jul 10, 2017

Google ScholarTM

Check



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