Pile Response Analysis with Unloading Abutment on Soft Ground and Pile Supported Reinforced Embankment Foundation

Rong Yao; Meng Yun Mao; Yun Que

doi:10.4028/www.scientific.net/AMR.1065-1069.840

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Pile Response Analysis with Unloading Abutment on...

Pile Response Analysis with Unloading Abutment on Soft Ground and Pile Supported Reinforced Embankment Foundation

Abstract:

There ware numeral analysis by ABAQUS finite element software to discover the pile’s status with unloading abutment in soft ground, three model were built, first model was unloading abutment and pile supported reinforced embankment, second model was only unloading abutment, third model was only pile supported reinforced embankment, the piles horizontal displacement, axial force and bending moment were discussed; the results show that the piles horizontal displacement with pile supported reinforced are smaller than the others models, pile axial force in three model are little difference.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

840-843

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.840

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Online since:

December 2014

Authors:

Rong Yao*, Meng Yun Mao, Yun Que

Keywords:

Foundation Piles, Pile-Supported Reinforced Embankment, Soft Ground, Unloading Abutment

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* - Corresponding Author

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