Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula

Abstract:

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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 et al., "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:

$35.00

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