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Slope stability analysis using Phase 2

Schmid, Alexander, Li, An-Jui, Lim, Kelvin and Nepal, Kali Prasad 2016, Slope stability analysis using Phase 2, in Geo-China 2016 : New Frontiers in Civil Infrastructure : Proceedings of the 4th GeoChina International Conference, American Society of Civil Engineers, Reston, Va., pp. 151-157, doi: 10.1061/9780784480076.

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Title Slope stability analysis using Phase 2
Author(s) Schmid, Alexander
Li, An-Jui
Lim, Kelvin
Nepal, Kali Prasad
Conference name Geo-China. International Conference (4th : 2016 : Shandong, China)
Conference location Shandong, China
Conference dates 25-27 Jul. 2016
Title of proceedings Geo-China 2016 : New Frontiers in Civil Infrastructure : Proceedings of the 4th GeoChina International Conference
Editor(s) Shehata, Hany Farouk
Santillan, David Yanez
Shehata, Mohamed F.
Publication date 2016
Conference series Geo-China International Conference
Start page 151
End page 157
Total pages 7
Publisher American Society of Civil Engineers
Place of publication Reston, Va.
Summary Analysing the rock slope stability is a classical problem for geotechnicalengineers. Recently, Hoek-Brown failure criterion has drawn more and more attentionfor rock slope stability assessments. It would be due to the fact that the nonlinearity ismore pronounced at the low confining stresses that are operational in slope stabilityproblems. However, it is still not popular yet. Therefore, in this study, slope stabilityanalyses will be performed based on the generalised Hoek-Brown failure criterionusing a commercial software, Phase 2. The Hoek-Brown strength parameters will beused as direct inputs in numerical simulations. In addition, two rock slope cases willbe investigated. It is expected that better understandings of rock slope mechanisms canbe obtained.
Notes Geotechnical Special Publication No. 267
ISBN 9780784480106
Language eng
DOI 10.1061/9780784480076
Field of Research 090501 Civil Geotechnical Engineering
Socio Economic Objective 870201 Civil Construction Design
HERDC Research category E1 Full written paper - refereed
ERA Research output type E Conference publication
Copyright notice ©2016, American Society of Civil Engineers
Persistent URL http://hdl.handle.net/10536/DRO/DU:30087625

Document type: Conference Paper
Collection: School of Engineering
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