Journal of Zhejiang University SCIENCE
(ISSN 1009-3095, Monthly)

2002   Vol. 3   No. 5   p.507-512


Consolidation behavior of cement-and lime/cement-mixed column foundations

CAI Yuan-qiang(蔡袁强)(Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China)  
XU Chang-jie(徐长节)(Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China)  

Abstract:The consolidation behavior of mixed in place cement- and lime/cement-mixed column was studied. Consolidation of the composite foundation was modeled as a three-dimensional axi-symmetric problem. The authors used the finite difference method to obtain the pore pressure variation with time at any location below the surface. A computer program developed by the authors was used to draw some interesting conclusions about the consolidation behaviors of cement- and lime/cement-mixed pile foundation. Finally, a combined model including the permeability coefficients of cement-mixed piles and soil, was studied and its feasibility was evaluated.
Keywords:Consolidation, Axi-symmetric, Cement-mixed column, Lime/cement mixed column, Composite foundations

CLC Number:TU472  Document ID:A

Foundation Item:Project supported by National Natural Science Foundation of China (No.59908012) and Education Ministry of China
Author Resume:CAI Yuan-qiang(蔡袁强)E-mail: cyq@civil.zju.edu.cn; XU Chang-jie(徐长节),xucj@civil.zju.edu.cn

References:

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[3]Gong,X.N., 1992. Composite Foundation. Zhejiang University Press, .Hangzhou.
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Manuscript Received:2001 Dec. 21

Manuscript Revised:2002 Feb. 26

Published:2002 Dec. 1