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Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2002, Vol. 3 Issue (5): 507-512    DOI: 10.1631/jzus.2002.0507
Mechanics & Civil Engineering     
Consolidation behavior of cement- and lime/cement-mixed column foundations
CAI Yuan-qiang, XU Chang-jie
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
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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.

Key wordsConsolidation      Axi-symmetric      Cement-mixed column      Lime/cement mixed column      Composite foundations     
Received: 21 December 2001     
CLC:  TU472  
Cite this article:

CAI Yuan-qiang, XU Chang-jie. Consolidation behavior of cement- and lime/cement-mixed column foundations. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2002, 3(5): 507-512.

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http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2002.0507     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2002/V3/I5/507

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