Two-Stage Optimal Design of Small Pile Composite Foundation Based on Consolidation Degree and Bearing Capacity Control

Huai Feng Tong

doi:10.4028/www.scientific.net/AMR.455-456.199

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 455-456Two-Stage Optimal Design of Small Pile Composite...

Two-Stage Optimal Design of Small Pile Composite Foundation Based on Consolidation Degree and Bearing Capacity Control

Abstract:

The optimal design theory of the post-processing technology of thick filling area is based on the characteristics of small non-sand concrete pile, to research the production and development process of stress and strain of foundation soil in the course of drilling and grouting, and thus to optimize the key technical parameters of the post-processing technology. In this paper, on the basis of the analysis of consolidation process and treatment mechanism of the post-processing under the conditions of saturated soft soil, the research of optimal design of the post-processing technology on the control of consolidation degree and bearing capacity is completed, which is of reference for the design and construction of the post-processing technology.

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Periodical:

Advanced Materials Research (Volumes 455-456)

Pages:

199-203

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.455-456.199

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Online since:

January 2012

Authors:

Huai Feng Tong

Keywords:

Bearing Capacity Control, Composite Foundation, Consolidation Degree, Optimal Design, Post-Processing Technology

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References

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