Paper Title:
Study on Characteristic of Saturated Soft Clay under one-Way Cyclic Loading
  Abstract

Simulating traffic loading, the high liquid limit clay specimens and the low liquid limit clay specimens of the Pearl River delta are engaged in cyclic triaxial tests under one-way cyclic loading respectively. The influence of axial stress, confining stress and plasticity index are taken into account. A critical dynamic stress ratio of saturated soft clay under one-way cyclic loading and the variations of axis strain and pore pressure with number of cycles were obtained. The conclusions are helpful to compute the settlement of saturated soft foundation under traffic loading after work.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
690-695
DOI
10.4028/www.scientific.net/AMR.168-170.690
Citation
T. J. Liu, G. F. An, H. B. Zhang, "Study on Characteristic of Saturated Soft Clay under one-Way Cyclic Loading", Advanced Materials Research, Vols. 168-170, pp. 690-695, 2011
Online since
December 2010
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