The Asymptotic Homogenization Method of the Settlement Calculation of the Cement-Soil Pile Composite Foundation

Ming Qin Guo; Jie Li; Shi Cheng Ma; Zhi Lin Liu

doi:10.4028/www.scientific.net/AMR.217-218.390

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 217-218The Asymptotic Homogenization Method of the...

The Asymptotic Homogenization Method of the Settlement Calculation of the Cement-Soil Pile Composite Foundation

Abstract:

The finite element calculation model of the cement-soil pile composite foundation based on asymptotic homogenization theory has been built, under the state of three-dimensional stress, the equivalent elastic parameter of the composite elastic foundation model has been calculated, and depending on which, the settlement quantity has been calculated. Analysis through comparison with the testing result shows that it is feasible to use the homogenization method for calculating the settlement quantity of the composite elastic foundation, which sets up a theoretical basis for further analysis of homogenization method about composite foundation.

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Periodical:

Advanced Materials Research (Volumes 217-218)

Pages:

390-395

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.217-218.390

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Online since:

March 2011

Authors:

Ming Qin Guo, Jie Li, Shi Cheng Ma, Zhi Lin Liu

Keywords:

Asymptotic Homogenization Method, Composite Foundation, Equivalent Module, Settlement Calculation

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References

[1] LIU Liping, HUANG Yi, LI Xiangyang. Semi analytic element method of the composite foundation settlement calculation[J]. Geomechanics, 2006, 27(10): 1685~1688.

Google Scholar

[2] XIE Guilan. Researching on multi-scale method of the polymer base composite material[D]. Xiangtan: Xiangtan University, (2006).

Google Scholar

[3] GONG Xiaonan. Theory and engineering application of composite foundation[M]. Beijing: The Press of China Building Industry, (2003).

Google Scholar

[4] B. Hassani, E. Hinton. A review of homogenization and topology optimization Ι－homogenization theory for media with periodic structure [J]. Computers & Structures, 1998, 69: 707~699.

DOI: 10.1016/s0045-7949(98)00131-x

Google Scholar

[5] Omine K, Ohno S. Deformation analysis of composite ground by homogenization method [A]. Proceeding of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering [C]. Rotterdam: Balkema A A, 1997: 719~722.

Google Scholar