Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile

Zhen Shuan Zhang; Yu Deng; Wei Zhang; De Sheng Ju

doi:10.4028/www.scientific.net/AMR.168-170.2631

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Optimum Design Study on Leveling Variable...

Optimum Design Study on Leveling Variable Stiffness of Composite Foundation with Rammed Soil-Cement Pile

Abstract:

According to the practical project, settlement, reaction and bending moment of composite foundation with rammed soil-cement pile are recalculated, which based on the change of the original area replacement ratio, pile length and foundation thickness. The method of optimum design study on leveling variable Stiffness is investigated.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

2631-2635

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.2631

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Online since:

December 2010

Authors:

Zhen Shuan Zhang, Yu Deng, Wei Zhang, De Sheng Ju

Keywords:

Composite Foundation, Leveling Variable Stiffness, Optimization Design, Rammed Soil-Cement Pile, Settlement

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References

[1] Zhenshuan Zhang: Current progress of composite foundation with rammed soil-cement pile techonlogy (China Building Material Industry Publishing House, China 2007) (in Chinese).

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[2] Zhenshuan Zhang: Test study on deformation characteristic of composite foundation with rammed soil-cement pile Vol. 6(2008), P117(in Chinese).

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[3] Zhenshuan Zhang, Chunyuan Liu, Yu Deng and Shifeng Fu: New Frontiers in Chinese and Japanese Geotechniques. (2007), p.793.

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[4] Zhenshuan Zhang, Zhanqiang Li, Shilian Zhang: Recent developments of Geotechnical Engineering. (2010), p.483.

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