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Article: Improved Bell's method for the stability analysis of slopes
Title | Improved Bell's method for the stability analysis of slopes | ||||||
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Authors | |||||||
Keywords | Factor Of Safety Limit Equilibrium Methods Slope Stability | ||||||
Issue Date | 2009 | ||||||
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312 | ||||||
Citation | International Journal For Numerical And Analytical Methods In Geomechanics, 2009, v. 33 n. 14, p. 1673-1689 How to Cite? | ||||||
Abstract | A new procedure based on the approximation to the total normal pressure along the slip surface is developed to compute the factor of safety of slopes for slip surfaces of all shapes. By taking the whole sliding body, instead of an individual slice, as the loaded object, all the equilibrium equations are formulated according to the three-moment equilibrium conditions rather than the two force equilibrium conditions and one-moment equilibrium condition. The system of nonlinear equations deduced in this way is well-scaled and enjoys excellent numerical properties such as the existence of solution with a positive factor of safety, a nearly unlimited scope of convergence and a rapid convergence rate associated with the Newton method. In the case of Øu=0-the situation where no drainage and no consolidation are involved, furthermore, the system has a unique solution and the factor of safety has an explicit expression. Some typical examples are analyzed to demonstrate the numerical properties of the proposed procedure. Copyright © 2009 John Wiley & Sons, Ltd. | ||||||
Persistent Identifier | http://hdl.handle.net/10722/150514 | ||||||
ISSN | 2023 Impact Factor: 3.4 2023 SCImago Journal Rankings: 1.132 | ||||||
ISI Accession Number ID |
Funding Information: Contract/grant sponsor: National Natural Science Foundation of China; contract/grant number: 50779031 Contract/grant sponsor: National Key Technology R&D Program; contract/grant number: 2008BAB29B03 | ||||||
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Zheng, H | en_US |
dc.contributor.author | Tham, LG | en_US |
dc.date.accessioned | 2012-06-26T06:05:21Z | - |
dc.date.available | 2012-06-26T06:05:21Z | - |
dc.date.issued | 2009 | en_US |
dc.identifier.citation | International Journal For Numerical And Analytical Methods In Geomechanics, 2009, v. 33 n. 14, p. 1673-1689 | en_US |
dc.identifier.issn | 0363-9061 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150514 | - |
dc.description.abstract | A new procedure based on the approximation to the total normal pressure along the slip surface is developed to compute the factor of safety of slopes for slip surfaces of all shapes. By taking the whole sliding body, instead of an individual slice, as the loaded object, all the equilibrium equations are formulated according to the three-moment equilibrium conditions rather than the two force equilibrium conditions and one-moment equilibrium condition. The system of nonlinear equations deduced in this way is well-scaled and enjoys excellent numerical properties such as the existence of solution with a positive factor of safety, a nearly unlimited scope of convergence and a rapid convergence rate associated with the Newton method. In the case of Øu=0-the situation where no drainage and no consolidation are involved, furthermore, the system has a unique solution and the factor of safety has an explicit expression. Some typical examples are analyzed to demonstrate the numerical properties of the proposed procedure. Copyright © 2009 John Wiley & Sons, Ltd. | en_US |
dc.language | eng | en_US |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312 | en_US |
dc.relation.ispartof | International Journal for Numerical and Analytical Methods in Geomechanics | en_US |
dc.subject | Factor Of Safety | en_US |
dc.subject | Limit Equilibrium Methods | en_US |
dc.subject | Slope Stability | en_US |
dc.title | Improved Bell's method for the stability analysis of slopes | en_US |
dc.type | Article | en_US |
dc.identifier.email | Tham, LG:hrectlg@hkucc.hku.hk | en_US |
dc.identifier.authority | Tham, LG=rp00176 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.1002/nag.794 | en_US |
dc.identifier.scopus | eid_2-s2.0-74549175099 | en_US |
dc.identifier.hkuros | 212167 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-74549175099&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 33 | en_US |
dc.identifier.issue | 14 | en_US |
dc.identifier.spage | 1673 | en_US |
dc.identifier.epage | 1689 | en_US |
dc.identifier.isi | WOS:000271070000004 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Zheng, H=7403440940 | en_US |
dc.identifier.scopusauthorid | Tham, LG=7006213628 | en_US |
dc.identifier.citeulike | 5831083 | - |
dc.identifier.issnl | 0363-9061 | - |