Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM |
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Authors: | PK Emani BK Maheshwari |
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Institution: | Department of Earthquake Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247 667, India |
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Abstract: | Significant research has been reported on the dynamic analysis of pile groups. However, in most of the cases, the effect of pile cap is neglected despite the fact that there may be additional interactions due to the presence of the cap. This paper presents the dynamic impedances for the pile groups with caps embedded in isotropic homogeneous elastic soils. A general three-dimensional finite element procedure is developed. The system is sub-structured into bounded near-field and an unbounded far-field. The pile-soil system of the near-field is modeled using solid finite elements, and the unbounded elastic soil system of the far-field is modeled using the consistent infinitesimal finite element cell method (CIFECM) in the frequency domain. |
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Keywords: | Pile groups with embedded cap Dynamic soil&ndash structure interaction Consistent infinitesimal finite element cell method Dynamic impedance Homogenous soils |
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