APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD

Liu Yuyi; Yang Qin; Wang Xudong; Zai Jinmin

doi:10.13204/j.gyjz200812019

Volume 38 Issue 12

Dec. 2014

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Liu Yuyi, Yang Qin, Wang Xudong, Zai Jinmin. APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 72-75. doi: 10.13204/j.gyjz200812019

Citation:

Liu Yuyi, Yang Qin, Wang Xudong, Zai Jinmin. APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 72-75. doi: 10.13204/j.gyjz200812019

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APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD

doi: 10.13204/j.gyjz200812019

1.
1. Huaying Institute of Technology Huaian 223001;
2.
2. Geotechnical Engineering Institute,Nanjing University of Technology Nanjing 210009

Received Date: 2007-03-17
Publish Date: 2008-12-20

Abstract

Abstract

The approximate displacement solution has been provided for non-homogeneous soil mass,whose elastic modulus increases linearly with depth,which is subjected to a circular of vertical uniform load. The accuracy of this solution has been verified through comparison with that of Gibson soil,homogeneous soil and finite element approach. In addition,the effects of Poisson's ratio and degree of non-homogeneity on vertical displacement are discussed.
- non-homogeneous soil mass,
- circular vertical uniform load,
- vertical displacement

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References(12)

References

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