Paper Title:
Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula
  Abstract

By introducing generalized random space conception to deal with the relativity of shear strength variables of rock or soil, the calculation formulas of foundation bearing capacity reliability analysis in generalized random space were deduced and the program was worked out. The reliability of one project’s foundation bearing capacity was analyzed. The results proved that the relativity of random variables affects the reliability analysis result and must be considered.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
5751-5755
DOI
10.4028/www.scientific.net/AMR.243-249.5751
Citation
Y. Cheng, C. Y. Zhou, J. R. Xie, "Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula", Advanced Materials Research, Vols. 243-249, pp. 5751-5755, 2011
Online since
May 2011
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Price
$32.00
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