The Application of ANSYS in the Horizontal Bearing Pile

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Abstract:

The passage analysises the nonlinear finite element about the horizontal bearing capacity of pile in the case of the Homogeneous soil and other case of the layered soil with ANSYS.The displacement and stress contours of pile are considered,and the paper compares the two different simulation methods to change the right method which fits the corresponding case.

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935-938

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August 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Young kejil Practical pile foundation engineering. Beijing: China Communications Press, (2007).

Google Scholar

[2] Liu Junsheng, based on the level of load and tilt loads of pile m method [J]. Tianjin University, (2009).

Google Scholar

[3] Zhou GQ, Liang Hengchang, Zhao Guangsi Pile Grouting pile capacity test to study the China University of Mining, 2005 (3): 2, 652, 269.

Google Scholar

[4] Brown P T and Wiesner T J. The Behavior of Piled Strip Footing Subjected to Concentrated Loads[J]. Australian Gemechanics J. 1975, G6: 1-5.

Google Scholar