Xin Yan-Shao
School of Civil Engineering, Harbin Institute of Technology, Haihe Road 202, Harbin, 150090, China
Xian Zhang-Ling
School of Civil Engineering, Harbin Institute of Technology, Haihe Road 202, Harbin, 150090, China
Dong Ling-Liang
School of Water Conservancy and Architecture, Northeast Agricultural University, Harbin 150030, China
ABSTRACT
Analysis of foundation deformation is an important part in geotechnical engineering research field. Saturated soft clay has the property of high compressibility and low permeability, therefore it has great academic value and application value to improve the method analyzing deformation of soft clay foundation. In this study, through analyzing the deformation mechanism of soft clay foundation, the interrelation of instantaneous deformation and consolidation deformation of saturated soft clay foundation is studied and a computation model of instantaneous deformation and consolidation deformation is built, based on Biot Consolidation Theory. With FEM Theory, nonlinear program is composed to solve foundation deformation in axi-symmetric state and using this program, deformation of soft clay foundation with tank is analyzed. Results show that the method presented in this study is efficient and suitable in analyzing instantaneous deformation and consolidation deformation.
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How to cite this article
Xin Yan-Shao, Xian Zhang-Ling and Dong Ling-Liang, 2013. Finite Element Analysis of Deformation of Saturated Soft Clay Foundation
in Axisymmetric State. Information Technology Journal, 12: 6525-6530.
DOI: 10.3923/itj.2013.6525.6530
URL: https://scialert.net/abstract/?doi=itj.2013.6525.6530
DOI: 10.3923/itj.2013.6525.6530
URL: https://scialert.net/abstract/?doi=itj.2013.6525.6530
REFERENCES
- Shao, X.Y., X.Z. Ling, W. Zhang, T. Liang, L.N. Wang and M. Wang, 2011. Finite element analalysis of instantaneous deformation and consolidation deformation of saturated soft clay foundation. Adv. Mat. Res., 250-253: 3198-3203.
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