Corrected Cone Penetration Test Method for Predicting the Load Capacity of Single Pile

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Abstract:

Based on the end bearing capacity and friction capacity obtained from high strain dynamic test, an adjusted equation was provided to calculate the pile load capacity. The equation was corrected again by pile load test results. Therefore, a suggested equation was finally established. Practical experience showed that, the corrected equation of cone penetration test method to estimate the load capacity of single pile performed better than that in the national code.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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2435-2438

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] National Standard of P.R.C: Code for Design of Building Foundations (GB 50007-2002), p.71.

Google Scholar

[2] Chunfeng Zhao, Xu Chao:Under Ground Space. Vol. 23(2003), p.398.

Google Scholar

[3] Chunfeng Zhao, Donghai Jiang: Soil and Rock Mechnics. Vol. 24(2003), p.408.

Google Scholar

[4] Vanmarcke E H: Journal of the Geotechnical Engineering Division. Vol. 103(1977), p.1227.

Google Scholar

[5] Haiyong Cui: Aseismatic Analysis and Pile Bearing Capacity Research for Gulong Town, p.119

Google Scholar