Experimental Study on Bearing Behavior of Long Rock Socked Pile with O-Cell Test Method

You Yuan Wang; Zhan Wang; Deng Feng Sang; Lin Wang Su

doi:10.4028/www.scientific.net/AMM.501-504.137

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Experimental Study on Bearing Behavior of Long...

Experimental Study on Bearing Behavior of Long Rock Socked Pile with O-Cell Test Method

Abstract:

The O-cell method which was applied on the pile testing was introduced, including the basic principle, test device and test technique. The advantages of O-cell method compared to traditional pile testing method were also illustrated. Based on the project of offshore structure in Mozambique, the O-cell test was performed on the long drilled rock socked pile. The results were converted to the traditional load-settlement curve to analyze the bearing behavior and load transfer characteristics. The regularity of axial force and shaft friction of rock socked pile were also revealed.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

137-140

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.137

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Online since:

January 2014

Authors:

You Yuan Wang, Zhan Wang*, Deng Feng Sang, Lin Wang Su

Keywords:

Experiment, O-Cell, Pile, Rock Socked

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* - Corresponding Author

References

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