Pseudostatic Approach for Seismic Analysis of Piles in Liquefying Soil
β Scribed by Liyanapathirana, D. S.; Poulos, H. G.
- Book ID
- 121863790
- Publisher
- American Society of Civil Engineers
- Year
- 2005
- Tongue
- English
- Weight
- 219 KB
- Volume
- 131
- Category
- Article
- ISSN
- 1090-0241
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π SIMILAR VOLUMES
Numerical analysis of an infinite pile group in a liquefiable soil was considered in order to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential. It was found that an optimal pile spacing exists resulting in minimal excess pore pressure. It was
In seismic-prone zones with liquefiable deposit piles are routinely used to support structures (buildings/bridges). In this paper, a unified buckling and dynamic approach is taken to characterize this vibration. The pile-soil system is modelled as Euler-Bernoulli beam resting against an elastic supp
This paper is concerned with application of the h-adaptive finite element method to dynamic analysis of a pile in liquefiable soil considering large deformation. In finite element analysis of pile behavior in liquefiable soil during an earthquake, especially considering large deformation of liquefie