Slope stability analysis for cohesive materials filled on purely cohesive undrained clay Yan, Z., Li, A.J. and Merifield, R.S. 2013, Slope stability analysis for cohesive materials filled on purely cohesive undrained clay, in 18SEAGC/1AGSSEA 2013 : Proceedings of the 18th Southeast Asian Geotechnical Conference cum Inaugural AGSSEA Conference, Research Publishing, Singapore, pp. 519-524, doi: 10.3850/978-981-07-4948-4_053. Attached Files Name Description MIMEType Size Downloads yan-slopestabilityanalysis-2013.pdf Published version application/pdf 1.43MB 28 Title Slope stability analysis for cohesive materials filled on purely cohesive undrained clay Author(s) Yan, Z. Li, A.J. Merifield, R.S. Conference name Southeast Asian Geotechnical Conference cum Inaugural AGSSEA. Conference (18th : 2013 : Singapore) Conference location Singapore Conference dates 29-31 May 2013 Title of proceedings 18SEAGC/1AGSSEA 2013 : Proceedings of the 18th Southeast Asian Geotechnical Conference cum Inaugural AGSSEA Conference Editor(s) Leung, C.F. Goh, S.M. Shen, R.F. Publication date 2013 Conference series Southeast Asian Geotechnical Conference Start page 519 End page 524 Total pages 6 Publisher Research Publishing Place of publication Singapore Summary Stability charts for soil slopes were first produced by Taylor in 1937 and they continue to be used extensively as design tools and draw the attention of many investigators. From a review of literature, it was found that there is no convenient solution has been provided for cohesive materials filled on purely cohesive undrained clay. A recent study revealed that the embankment slope which has two-layered clays failed in an undrained state which shows the importance of this study. In order to obtain the solutions for this type of fill slope. A number of numerical method are employed, namely the finite element upper and lower bound limit analysis methods and limit equilibrium method. The numerical upper and lower bound limit analysis method can bracket true solutions within a small range (6%). The solutions of limit equilibrium analysis are used for comparison purpose. ISBN 981074949X 9789810749491 Language eng DOI 10.3850/978-981-07-4948-4_053 Field of Research 090501 Civil Geotechnical Engineering 090505 Infrastructure Engineering and Asset Management Socio Economic Objective 870201 Civil Construction Design HERDC Research category E1 Full written paper - refereed Copyright notice ©2013, Research Publishing Services Free to Read? Yes Persistent URL http://hdl.handle.net/10536/DRO/DU:30061641 Document type: Conference Paper Collections: Faculty of Science, Engineering and Built Environment School of Engineering Open Access Collection Related Links Link Description Connect to published version (restricted access) Go to link with your DU access privileges     Unless expressly stated otherwise, the copyright for items in DRO is owned by the author, with all rights reserved. Every reasonable effort has been made to ensure that permission has been obtained for items included in DRO. If you believe that your rights have been infringed by this repository, please contact drosupport@deakin.edu.au. Versions Version Filter Type Tue, 18 Mar 2014, 08:30:08 EST Tue, 18 Mar 2014, 11:12:46 EST Wed, 02 Apr 2014, 08:36:07 EST Fri, 09 May 2014, 14:13:55 EST Mon, 12 May 2014, 08:31:29 EST Tue, 15 Jul 2014, 13:42:37 EST Wed, 18 Nov 2015, 07:20:49 EST Thu, 28 Jan 2016, 13:14:45 EST Fri, 05 Feb 2016, 09:06:23 EST Fri, 05 Feb 2016, 09:08:32 EST Tue, 06 Sep 2016, 23:16:28 EST Wed, 06 Dec 2017, 06:04:20 EST Fri, 07 Sep 2018, 16:59:41 EST Filtered Full Citation counts:   Cited 0 times in TR Web of Science Cited 0 times in Scopus Search Google Scholar Access Statistics: 609 Abstract Views, 29 File Downloads  -  Detailed Statistics Created: Tue, 18 Mar 2014, 08:30:08 EST