Abstract: A simulation model to calculate the reliability/performance of pavements is developed. The computer program, Reliability Analysis and Performance of Pavements (RAPP‐I), employs Monte Carlo simulation techniques to solve ...

Abstract: Subgrade soil characterization in terms of resilient modulus

Abstract: The static elastic layer model is customarily used for analyzing deflection measurements and back-calculating pavement layer moduli. Estimation of in-situ layer moduli by means of a mechanistically based iterative technique ...

Abstract: In December 1989, an ASCE task committee conducted an opinion survey of civil engineering programs in the United States accredited by the Accreditation Board for Engineering and Technology to assess the present status of ...

Abstract: This study evaluates the special features of premium design guidelines—features not considered in the AASHO flexible and rigid pavement design procedures. The significance of these features—fifteen in all for four pavement ...