Numerical application of shakedown theory in pavements - by Ali Sleiman Haidar
Abstract
Pavements are, because of economic factors, constrained to function at stress levels beyond the elastic limit of their constituent materials. Ultimately, material breakdown may occur, resulting in failure by incremental collapse . Alternatively, a load
Description
Thesis (M.E.)--American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering,1988.;"Advisor: Lutfi Raad, Associate Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor, Civ
Bibliography: leaves 98-100.
Bibliography: leaves 98-100.