Piles in fully liquefied soils with lateral spread
β Scribed by Mohamed Ashour; Hamed Ardalan
- Book ID
- 108101578
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 911 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0266-352X
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π SIMILAR VOLUMES
Numerical analysis of seismic soil -pile interaction was considered in order to investigate the influence of flow mechanisms. Two models were employed-a simplified model, where the pore pressure at any depth is that of the free field, and a more complete model in which the pore pressure is associate
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