Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula
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.
Chaohe Chen, Yong Huang and Guangfan Li
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