Performance of Pile Cap Foundation with Respect to Cap Thickness

Soukayna El Hammouli, A. Hanna, Lan Lin, M. Khalifa
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Abstract

The thickness of a pile cap is a governing parameter in the design of pile-cap foundations. A thin cap perform as a flexible slab which distributes the load on the piles unevenly, and it does not accord with the concept of pile foundation design. On the other hand, a thicker and rigid cap is expected to evenly distribute the load on the piles, as well as resisting bending moments and punching shear failure, but may impose more load on the foundation compared to a thinner cap. In view of these differences, there is a need to determine how the pile cap thickness would affect the performance of piles and pile cap. For this purpose, a 3-D finite element model was developed to simulate a 16-pile cap foundation for a range of cap thickness from 0.5m to 3m. The collected data is in the form of the load on individual piles and the deformation of the cap.
桩承台基础性能与承台厚度的关系
承台厚度是承台基础设计中的一个重要参数。薄承台作为柔性板,对桩的荷载分配不均匀,不符合桩基础设计理念。另一方面,较厚的刚性承台期望能将荷载均匀地分配在桩上,并能抵抗弯矩和冲剪破坏,但与较薄的承台相比,可能会对基础施加更大的荷载。鉴于这些差异,需要确定承台厚度对桩和承台性能的影响。建立了16桩承台基础的三维有限元模型,承台厚度为0.5m ~ 3m。收集的数据以单桩荷载和承台变形的形式呈现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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