Analysis on Nonlinear Flowing Consolidation of Clay

Abstract:

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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 et al., "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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Price:

$35.00

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