Paper Title:
Model Test and Study on Pile Foundation in Transversely Isotropy Clay
  Abstract

To further verify the feasibility of theoretic calculation, according to similarity theory, the principles and methods of pile foundation-soil interaction in saturated soft clay are determined. It studies acceleration interaction of each test point on the soil surface under the same largest shock force with different frequency on the top of the pile. The results of experiment show that the acceleration interaction trend of each point changes with the change of shock frequency, it shapes like a down N with the shock frequency of 5Hz, like an M with the shock frequency of 10Hz, like a down V under the shock frequency of 15Hz~30Hz. With the shock frequency of 40Hz and 50Hz, it likes a plane curve (hyperbolic curve) shape.

  Info
Periodical
Chapter
Chapter 6: Geotechnical Engineering
Edited by
Paul P. Lin and Chunliang Zhang
Pages
1380-1384
DOI
10.4028/www.scientific.net/AMM.105-107.1380
Citation
Z. C. Zhu, F. B. Guo, F. H. Jiang, X. G. Wang, "Model Test and Study on Pile Foundation in Transversely Isotropy Clay", Applied Mechanics and Materials, Vols. 105-107, pp. 1380-1384, 2012
Online since
September 2011
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Price
$32.00
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