Abstract
In this paper, a semi-analytical method for the analysis of pile-supported embankments is proposed. The mathematic model describes the cooperative behavior of pile, pile cap, foundation soil, and embankment fills. Based on Terzaghi’s 1D consolidation theory of saturated soil, the consolidation of foundation soil is calculated. The embankments with two different types of piles: floating piles and end-bearing piles are investigated and discussed. The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented. It is found that it takes a longer time for soil consolidation in the embankment with floating piles, compared with the case using end-bearing piles. The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles, compared with the case of floating piles.
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Project supported by the Research Committee of the University of Macau (Nos. MYRG189(Y2-L3)-FST11-ZWH and MYRG067(Y1-L2)-FST12-ZWH), Macau SAR, China
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Zhou, Wh., Chen, Rp., Zhao, Ls. et al. A semi-analytical method for the analysis of pile-supported embankments. J. Zhejiang Univ. Sci. A 13, 888–894 (2012). https://doi.org/10.1631/jzus.A12ISGT4
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DOI: https://doi.org/10.1631/jzus.A12ISGT4