Effects of Shape Parameters on Deformation Characteristics of Carrier Pile

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Abstract:

There are many uncertainty factors which can influence the carrier pile design and construction, some of them can lead the deformation characteristic of carrier pile more complex, especially the carrier pile shape parameter. Based on the on-site testing results and the finite element simulation conclusion, the paper studied the effects of shape parameter on deformation characteristics of the carrier pile from the aspect of bottom head size, pile diameter size, gravel soil zone size, etc. The research found that increase the size of the bottom head and the size gravel soil zone can reduce the amount of deformation to a certain extent; the effect of pile diameter size increase on reducing the deformation is not obvious.

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546-549

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Industry standard of PRC. Technical code for ground treatment of building(JGJ79-2002)[s]. China Building Industry Press, (2002).

Google Scholar

[2] Shen Baohan, Wang Jizhong. Naissance and Development of Carrier File [J]. Technology Survey, 2009(1): 1-4.

Google Scholar

[3] Wang Jizhong. Continuation of Carrier Pile [J]. Technology Survey, 2009(1): 10-14.

Google Scholar

[4] Yang Qi-an Wang Ji-zhong. Research of Carrier Pile Technology Development[J]. Roadbed construction. 2011, (3): 68-71.

Google Scholar