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Numerical application of shakedown theory in pavements - by Ali Sleiman Haidar

Numerical application of shakedown theory in pavements - by Ali Sleiman Haidar

Haidar, Ali Sleiman
URI: http://hdl.handle.net/10938/4431
Date: 1988

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.
 

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