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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.

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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: School of Engineering
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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.