The Research on the Ultimate Bearing Capacity of Soil around the Push-Extend Multi-under-Reamed Pile at Sliding Failure State

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Abstract:

In the paper, the existing unreasonable place of the calculation formula of the bearing capacity of single pile is put forward. Through analyzing the failure mechanism of the soil up and under the Multi-under-reamed, the method for calculating the ultimate bearing capacity of soil around the PEMUR pile can be determined by using the slide-line theory, and the calculation formula of the bearing capacity of single pile of the PEMUR pile is further revised and perfected.

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232-235

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Y.M. Qian: The Research on Factors Influencing the Bearing Capacity of Soil around the Push-extend Multi-under-reamed Pile. Journal of Jilin Architecture and Civil Engineering Institute in June (2004).

DOI: 10.4028/www.scientific.net/amr.690-693.1891

Google Scholar

[2] Y.M. Qian: The Computer Simulation Analysis of the Soil around the Push-extend Multi-under-reamed Pile. Journal of Jilin Architecture and Civil Engineering Institute in June (2010).

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[3] Y.M. Qian: The Test Study on Failure Mechanism of Soil around the Push-extend Multi-under-reamed Pile. The Geotechnical Engineering in December (2003).

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[4] Y.M. Qian: The Research on the Ultimate Bearing Capacity of Soil around the Push-extend Multi-under-reamed Pile. Journal of Harbin Industrial University in April (2005).

DOI: 10.4028/www.scientific.net/amm.578-579.232

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