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Article: Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes
Title | Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes |
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Authors | |
Keywords | Limit equilibrium NURBS surface Slope Stability analysis |
Issue Date | 2005 |
Publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo |
Citation | Computers And Geotechnics, 2005, v. 32 n. 6, p. 387-399 How to Cite? |
Abstract | At present, location of critical three-dimensional failure surfaces is mainly limited to spherical shape due to the various difficulties in performing global optimization for general non-spherical failure surface. Non-spherical failure surface is however the most general and critical shape that should be considered in slope stability analysis. This paper introduces a practical way in using NURBS surface and ellipsoidal surface to simulate a three-dimensional sliding surface. Numerical examples have indicated that the present proposal is effective in application and the critical failure surfaces as determined for 2 specially designed problems are also reasonable. The authors have also applied the optimization search to a curved highway slope and have obtained the relation between curvature of slope and the minimum factors of safety of slope. © 2005 Elsevier Ltd. All rights reserved. |
Persistent Identifier | http://hdl.handle.net/10722/71789 |
ISSN | 2023 Impact Factor: 5.3 2023 SCImago Journal Rankings: 1.725 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
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dc.contributor.author | Cheng, YM | en_HK |
dc.contributor.author | Liu, HT | en_HK |
dc.contributor.author | Wei, WB | en_HK |
dc.contributor.author | Au, SK | en_HK |
dc.date.accessioned | 2010-09-06T06:35:11Z | - |
dc.date.available | 2010-09-06T06:35:11Z | - |
dc.date.issued | 2005 | en_HK |
dc.identifier.citation | Computers And Geotechnics, 2005, v. 32 n. 6, p. 387-399 | en_HK |
dc.identifier.issn | 0266-352X | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/71789 | - |
dc.description.abstract | At present, location of critical three-dimensional failure surfaces is mainly limited to spherical shape due to the various difficulties in performing global optimization for general non-spherical failure surface. Non-spherical failure surface is however the most general and critical shape that should be considered in slope stability analysis. This paper introduces a practical way in using NURBS surface and ellipsoidal surface to simulate a three-dimensional sliding surface. Numerical examples have indicated that the present proposal is effective in application and the critical failure surfaces as determined for 2 specially designed problems are also reasonable. The authors have also applied the optimization search to a curved highway slope and have obtained the relation between curvature of slope and the minimum factors of safety of slope. © 2005 Elsevier Ltd. All rights reserved. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo | en_HK |
dc.relation.ispartof | Computers and Geotechnics | en_HK |
dc.subject | Limit equilibrium | en_HK |
dc.subject | NURBS surface | en_HK |
dc.subject | Slope | en_HK |
dc.subject | Stability analysis | en_HK |
dc.title | Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0266-352X&volume=32&issue=6&spage=387&epage=399&date=2005&atitle=Location+of+critical+three-dimensional+non-spherical+failure+surface+by+NURBS+functions+and+ellipsoid+with+applications+to+highway+slopes | en_HK |
dc.identifier.email | Au, SK: skau@hkucc.hku.hk | en_HK |
dc.identifier.authority | Au, SK=rp00082 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.compgeo.2005.07.004 | en_HK |
dc.identifier.scopus | eid_2-s2.0-28044460831 | en_HK |
dc.identifier.hkuros | 111690 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-28044460831&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 32 | en_HK |
dc.identifier.issue | 6 | en_HK |
dc.identifier.spage | 387 | en_HK |
dc.identifier.epage | 399 | en_HK |
dc.identifier.isi | WOS:000233681600001 | - |
dc.publisher.place | United Kingdom | en_HK |
dc.identifier.scopusauthorid | Cheng, YM=7404914606 | en_HK |
dc.identifier.scopusauthorid | Liu, HT=9436788400 | en_HK |
dc.identifier.scopusauthorid | Wei, WB=15830735000 | en_HK |
dc.identifier.scopusauthorid | Au, SK=7005391185 | en_HK |
dc.identifier.issnl | 0266-352X | - |