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Reliability Analysis Procedures for the Method of Flexible Pavements Design with Deflection Criteria
Huang Wei, Zhao Yanqing, Qin Fusheng
1997, 16(2):
21-26.
A reliability analysis procedure is developed for the flexible pavements design method based on deflection criteria.The relationships among pavement structure, fatigue life span and reliability are presented by Monte Carlo simulation method.The results indicate that the variation of fatigue life span mainly depends on the variations of thickness and modulus.The expected value of thickness and modulus have little effect on the variation of fatigue life span.For deflection criteria, the fatigue life span of flexible pavement is sensitive, in the descendiny order, to variation of P, E3, h2, E2, h1, E1.
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