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Automated stability analysis of slopes stabilized with piles

โœ Scribed by E. C. Shin; C. R. Patra; A. K. Rout


Publisher
Korean Society of Civil Engineers
Year
2006
Tongue
English
Weight
438 KB
Volume
10
Category
Article
ISSN
1226-7988

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๐Ÿ“œ SIMILAR VOLUMES


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Piles used for the stabilization of slopes have to be adequately designed to resist the induced lateral loads due to the movement of the unstable slope. In this paper, a numerical method is presented for the analysis of this problem. In this approach, the piles are modelled using beam finite element

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Most design manuals and codes recommend a simple pseudo-static approach for analysis of slope stability under seismic conditions. Exceptions to this recommendation include problems involving liquefaction, soils exhibiting significant strength loss under cyclic loading, and exceptionally large earthq

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## Abstract The method of slices commonly used for estimating static stability of natural slopes and embankments is extended to include the dynamic effects due to earthquake loading. The equation of motion of a typical slice along a path different from its base is derived. The calculations of displ