EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE

LI Jin; XIE Yongli; FENG Zhongju

Volume 13 Issue 1

Apr. 2011

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LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.

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LI Jin, XIE Yongli, FENG Zhongju. 2005: EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 129-134.

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EMULATION ANALYSIS OF THE SOIL PARAMETERSprime|EFFECTS ON THE BEARING PERFORMANCE OF THE LARGE DIAMETER HOLLOW PILE

Highway College of Chang′an University,Xi′an 710064

Received Date: 2004-06-18
Rev Recd Date: 2004-10-08
Publish Date: 2005-01-22

Abstract

Abstract

Using the MARC program, the authors analyze effects of soil parameters, such as cohesion, frictional coefficient, and elastic modulus, on the bearing performance of a large diameter hollow pile. The result shows that the elastic modulus is a controlling factor. The paper also evaluates the influence of the underlying soil,s modulus on the S e (the ratio of pile end settlement to pile top settlement) and the axial stresses. A close matching between the emulation results with the actual test data assures that the model is appropriate for analysis.
- Large diameter pile,
- Soil parameters,
- Emulation analysis,
- Pile bearing performance,
- MARC program

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References(1)

References

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