Study on Efficiency Factor of Bearing Capacity of Multi-Element Composite Foundation of Concrete Column and Lime Column

Xian Zhi Wang

doi:10.4028/www.scientific.net/AMR.255-260.178

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Study on Efficiency Factor of Bearing Capacity of...

Study on Efficiency Factor of Bearing Capacity of Multi-Element Composite Foundation of Concrete Column and Lime Column

Abstract:

Based on the model tests and the results of theoretical research, considered elasto-plasticity of the soil and highly nonlinear behavior of contact with columns and soil, more reasonable numerical model on multi-element composite foundation of concrete column and lime column was built. By changing the design parameters (the diameter of concrete column, the diameter of lime column, the length of lime column, cushion thickness), efficiency factors of bearing capacity of multi-element composite foundation on concrete column and lime column were to play a more systematic study. Some conclusions were drawn in favor of engineering design and theoretical study of multi-element composite foundation of concrete column and lime column.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

178-182

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.178

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Online since:

May 2011

Authors:

Xian Zhi Wang

Keywords:

Concrete Column, Contact Element, Design Parameter, Efficiency Factor of Bearing Capacity, Lime Column, Multi-Element Composite Foundation

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References

[1] J. J. Zheng, J. H. Ou, N. Z. Yuan et al.: Chinese Journal of Geotechnical Engineering Vol. 25 (2003), pp.317-321.

Google Scholar

[2] F. Y. Liang, L. Z. Chen and X. G. Shi: Computers and Geotechnics Vol. 30 (2003), p.443–453.

Google Scholar

[3] J. J. Zheng, S. W. Abusharar and X. Z. Wang: Computers and Geotechnics Vol. 35 (2008), pp.637-643.

Google Scholar

[4] J. J. Zheng, C. Han and X. Z. Wang: Chinese Journal of Huazhong University of Science and Technology (Urban Science Edition) Vol. 24 (2007), pp.1-3.

Google Scholar

[5] A. Muqtadir and C. S. Desai: Int. J. Numer Anal Meth Geomech Vol. 10 (1986), p.41–58.

Google Scholar