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Supervisor：Jiangxi University Of Science And Technology
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Jiangxi Nonferrous Metals Society
ISSN：1674-9669
CN：36-1311/TF
CODEN YJKYA9
Volume 2 Issue 2
Apr.  2011
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ZHAO Kui, ZHONG Gan-ping, XIE Liang. The Relative Strength Index Method with Ultrasonic Transmission Analysis on Pile Body Concrete Quality[J]. Nonferrous Metals Science and Engineering, 2011, 2(2): 52-56.
Citation: ZHAO Kui, ZHONG Gan-ping, XIE Liang. The Relative Strength Index Method with Ultrasonic Transmission Analysis on Pile Body Concrete Quality[J]. Nonferrous Metals Science and Engineering, 2011, 2(2): 52-56.
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The Relative Strength Index Method with Ultrasonic Transmission Analysis on Pile Body Concrete Quality

  • a.

    Engineering Research Institute; Jiangxi University of Science and Technology, Ganzhou 341000, China

  • b.

    Faculty of Architectural and Mapping Engineering; Jiangxi University of Science and Technology, Ganzhou 341000, China

  • c.

    Faculty of Resource and Environmental Engineering; Jiangxi University of Science and Technology, Ganzhou 341000, China

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  • Received Date: December 19, 2010
  • Published Date: April 29, 2011
    Graphical Abstract
    • Abstract
  • Based on introducing the criterion method for pile foundation quality inspection to assess the pile body concrete quality, this paper puts forward a new parameter analysis method, the relative strength index method. This method combines many factors such as sound velocity, amplitude, frequency, sonic time, PSD. By comparing with the traditional methods, it is more accurate on qualitative analysis on the pile foundation quality than the previous method. In addition, it can be applied to perform some quantitative analysis. Core verification testifies its feasibility and effectiveness.
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    • References (8)
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