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Interaction between pile foundation and soil

✍ Scribed by Z. G. Ter-Martirosyan; Din’ Kwang Nam; Nguen Zang Nam


Publisher
Springer
Year
2007
Tongue
English
Weight
126 KB
Volume
44
Category
Article
ISSN
0038-0741

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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