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Volume 33 Issue sup2
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TAN Zhi-cheng, SIMA Yu-zhou. Reliability analysis of bearing capacity for piles based on random weighting method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 508-512.
Citation: TAN Zhi-cheng, SIMA Yu-zhou. Reliability analysis of bearing capacity for piles based on random weighting method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 508-512.
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Reliability analysis of bearing capacity for piles based on random weighting method

  • 1. Architechtural Design Institute Nanyang Institute of Technology, Nanyang 473004, China; 2. Department of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, China

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  • Received Date: August 21, 2011
  • Published Date: December 06, 2011
    Graphical Abstract
    • Abstract
  • In pile foundation engineering, due to high cost and time limit for a project, the data of test piles are often scarce and the dispersion degree is very large, which makes the error of calculated results of reliability for piles very large. T he theory of the random weighting method is employed to improve the bias factor (the ration of measured value of calculated value) of bearing capacity for piles into big samples meeting the engineering requirements, and the formulation of reliability is presented by using the first-order second moment when the values of the bias factor are improved. The results from case study indicate that the variance of the bias factors become small when the times of weighing become large, which shows that the values are more concentrated. In addition, with the times of weighing increasing, the reliability index becomes large, which means that the pile foundation is much safer, therefore it is unreasonable to calculate the reliability only using the original values, thus the danger maybe exists in the projects.
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    • References (18)
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