The Application of ANSYS in the Horizontal Bearing Pile

Author:

Wang Hong1,Yao Jun1,Liu Lei1

Affiliation:

1. Jiangsu University of Science and Technology

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.

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

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

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

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

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.

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