Reinforcement Effect of Vibration Replacement Stone Column Test in Test Pile Area for One Crude Oil Business Reserve Base

Shun Xiang Meng; Shi Ming Xiao; Wei Liang; Qian Kun Gao

doi:10.4028/www.scientific.net/AMM.584-586.1922

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Reinforcement Effect of Vibration Replacement...

Reinforcement Effect of Vibration Replacement Stone Column Test in Test Pile Area for One Crude Oil Business Reserve Base

Abstract:

The crude oil storage tank foundation is always treated by using vibration replacement stone column composite foundation treatment, mainly to improve the engineering properties of foundation soil and the deformation properties of soil, improving the bearing capacity of composite foundation, and to ensure the normal use of tank in the superstructure loads from damage or excessive deformation. Before construction to carry out the vibration replacement stone column composite foundation pile test, the test shows that strengthening the foundation bearing capacity characteristic value of vibration replacement stone column can meet the design requirements.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

1922-1932

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.1922

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Online since:

July 2014

Authors:

Shun Xiang Meng, Shi Ming Xiao, Wei Liang, Qian Kun Gao

Keywords:

Characteristic Value, Composite Foundation, Floating-Roof Oil Tank, Q-S Curve, Static Test, Subgrade Bearing Capacity, Vibration Replacement Stone Column

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References

[1] G.Y. Wu: Geotechnical Engineering World, Vol. 9(2004), p.49.

Google Scholar

[2] J.H. Wu: Jiangsu Geology, Vol. 32(2008) No. 3, p.221.

Google Scholar

[3] PRC Ministry of Construction: Geotechnical Engineering Investigation Specifications (GB50021-2001), 2009, 10.

Google Scholar

[4] PRC Ministry of Housing and Urban-Rural Development: Earthquake Resistant Design Code (GB50011-2010), 2010, 8.

Google Scholar

[5] Q.S. Jia: Foundation Engineering Handbook of Storage Tanks (China Petrochemical Press, 2002).

Google Scholar

[6] Y.S. Zhan: Oil Depot and Gas Station, Vol. 14(2005) No. 2, p.37.

Google Scholar

[7] China Academy of Building Research, Beijing: Building Foundation Treatment Technical Specifications (JGJ79-2002), 2002, 12.

Google Scholar

[8] Shanghai Gaoqiao Petrochemical Designing Institute: Petrochemical Steel Storage Tank Foundation Treatment Technical Specifications (SH/T3083-1997), (1997).

Google Scholar