Shiau, Jim S. and Lyamin, Andrei V. and Sloan, Scott W. (2006) Application of pseudo-static limit analysis in geotechnical earthquake design. In: Sixth European Conference on Numerical Methods in Geotechnical Engineering, 6-8 Sep 2006, Graz, Austria.
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Official URL: http://www.balkema.nl/
Abstract
[Abstract]: Based on the classical limit theorems of upper and lower bounds, the numerical procedures developed at Newcastle utilise finite elements and non-linear programming and has proven to be both effective and efficient in solving many geotechnical stability problems. The bounding techniques have yet to be applied to the seismic stability of geotechnical structures. In this paper, both seismic bearing capacity of footings located near slopes and seismic earth pressures on retaining walls will be examined.
| Item Type: | Conference or Workshop Item (DEST Category E) (Paper) |
|---|---|
| Additional Information: | Permanent restricted access to paper due to publisher copyright restrictions. |
| Uncontrolled Keywords: | geotechnical stability; pseudo-static limit analysis; geotechnical earthquake design |
| Fields of Research (FOR2008): | 09 Engineering > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering 09 Engineering > 0914 Resources Engineering and Extractive Metallurgy > 091402 Geomechanics and Resources Geotechnical Engineering 09 Engineering > 0905 Civil Engineering > 090504 Earthquake Engineering |
| Subjects: | 290000 Engineering and Technology > 290800 Civil Engineering > 290805 Geotechnical Engineering |
| Socio-Economic Objective (SEO2008): | UNSPECIFIED |
| ID Code: | 1379 |
| Deposited By: | Dr Jim Shiau |
| Deposited On: | 30 Jun 2008 10:21 |
| Last Modified: | 06 Mar 2009 10:08 |
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