Study on Composite Model for Vibro-Replacement Stone Column Foundation by Finite Element Method

Article Preview

Abstract:

On the base of studying on mechanism of the deformation and bearing capacity of vibro-replacement stone column foundation thoroughly, the assumptive conditions are presented. The composite 2-dimension numerical model of the stone column is established, this model considers the couple of stress-strain with Biot consolidation and the reinforced efficiently, the finite element analysis program is developed according to this model. The reliability and validity of APOSE is verified by a simple example. The results show that APOSE can be applied to analyze the consolidation and subsiding for vibro-replacement stone column, etc

You might also be interested in these eBooks

Info:

Periodical:

Pages:

43-47

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Gong Xiaonan.Theory and Project Application of Compound Foundation [M].Beijing: China Building Industry Press, 2002(In Chinese)

Google Scholar

[2] J.Han, S.L.Ye (1992): Journal of Geotechnical Engineering, 1992, 14(1):13-19(In Chinese)

Google Scholar

[3] He Guangna. Vibro-replacement Stone Column Foundation [M].Beijing: People Transportation Press, 2001(In Chinese)

Google Scholar

[4] N.Li,X.Han: Rock and Soil Mechanics,1999, 20(4):42-49(In Chinese)

Google Scholar

[5] J.Liu K.N. Zhang: Rock and Soil Mechanics, 2003,24(2):178-182(In Chinese)

Google Scholar

[6] Schweiger H.F, Pande G.N: 1986, (2): 347-372

Google Scholar

[7] Schweiger H.F, Pande G.N: Numerical Methods in Geomechanics, 1988:1329-1333

Google Scholar

[8] Schweiger H.F, Pande G.N: Numerical Methods in Geomechanics, 1989:204-214

Google Scholar

[9] Wang Man: Master Thesis for Wuhan University,2006(In Chinese)

Google Scholar

[10] T.Yang, Z.Z. Yin: Rock and Soil Mechanics, 1998, 19(2):19-25(In Chinese)

Google Scholar

[11] T.Yang: Rock and Soil Mechanics, 2003, 24(1):53-56(In Chinese).

Google Scholar