Paper Title:
Analysis on Nonlinear Flowing Consolidation of Clay
  Abstract

It exist non-linear flow in soft clay, which is caused by the shear flow situation of bounded-water. In this case, permeability coefficient is a nonlinear function of hydraulic gradient. With the discharge of pore water, the effective stress is increasing, and part of weakly bound-water begins flow, while the porosity and permeability are became lower. By taking into the characteristics of the pore water, it is established a model, which is explained the nonlinear flow of clay, and shown that, with the increasing of and , the consolidation time is obviously increased

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
175-180
DOI
10.4028/www.scientific.net/AMR.168-170.175
Citation
Q. Sun, X. H. Xue, S. Y. Zhu, L. Xue, "Analysis on Nonlinear Flowing Consolidation of Clay", Advanced Materials Research, Vols. 168-170, pp. 175-180, 2011
Online since
December 2010
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