Determining the Pile Bearing Capacity by the Curve Match Method of High Strain Dynamic Testing

Wei Ding; Qing Liu; Bing Yu Wang; Kang Kang Sun; Feng Tao Sui

doi:10.4028/www.scientific.net/AMM.438-439.1414

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Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Determining the Pile Bearing Capacity by the Curve...

Determining the Pile Bearing Capacity by the Curve Match Method of High Strain Dynamic Testing

Abstract:

This paper determines the bearing capacity of pile and shaft resistance by the curve match method of high strain dynamic testing. By the comparison of bearing capacity of pile between the testing results of static loading and dynamic high strain, the reliability and surveying precision of the curve match method is analyzed, and the error sources and reasons are explored, to reasonably determine the design parameters of pile foundation engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1414-1418

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1414

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Online since:

October 2013

Authors:

Wei Ding, Qing Liu, Bing Yu Wang, Kang Kang Sun, Feng Tao Sui

Keywords:

Bearing Capacity of Pile, Curve Match Method, High Strain Testing

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