摘要: "The current report proposes a framework for estimating the reliability of given pavement structure as analyzed by Mechanistic-Empirical Pavement Design Guide (MEPDG). The methodology using previously fit response surface, in place time-demanding implicit limit state functions used within MEPDG, combination with an analytical approach to First-Order and Second-Order Reliability Methods (FORM SORM). Additionally, order assess accuracy FORM SORM estimates, Monte Carlo simulations are also performed."
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