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) 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. |
| 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:
[1]Broms, B., Boman, P., 1979. Lime columns-a new foundation method. Journal of the Geotechnical Engineering Division, ASCE, 4: 539-555.
| Manuscript Received:2001 Dec. 21 Manuscript Revised:2002 Feb. 26 Published:2002 Dec. 1 |