Inverse Analysis on Design Parameters of Bored Grouting Pile According to the Pile Testing Results
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TU473.1+2

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    Abstract:

    Based on the original data of bored pile static loading test and stratigraphic data, combined with the related specifications and using the inverse analysis method, the ultimate end resistance standard value qsik and ultimate lateral resistance standard value qpk of each stratum were determined. Pile testing results can be applied to the pile design in any length and any diameter near the construction site.

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History
  • Received:February 14,2012
  • Revised:June 21,2012
  • Adopted:July 13,2012
  • Online: August 30,2012
  • Published: