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Title:Three-Dimensional Finite Element Analysis to Evaluate Reflective Cracking Potential in Asphalt Concrete Overlays
Author(s):Bozkurt, Diyar
Doctoral Committee Chair(s):Buttlar, William G.
Department / Program:Civil Engineering
Discipline:Civil Engineering
Degree Granting Institution:University of Illinois at Urbana-Champaign
Degree:Ph.D.
Genre:Dissertation
Subject(s):Engineering, Civil
Abstract:The study revealed that the crack treatment interlayer, ISAC, greatly reduces the tensile stresses at the bottom of the overlay after both the cooling cycle and cooling cycle plus traffic loading. On the other hand, the modified asphalt (PG 64-28) greatly reduces the tensile stresses at the top of the overlay compared to regular asphalt (PG 58-22) at the end of the cooling cycle before traffic loading. It appears that a ductile crack control system (such as ISAC) in cold temperatures can isolate the overlay from underlying existing pavement movements (contraction and curling).
Issue Date:2002
Type:Text
Language:English
Description:142 p.
Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2002.
URI:http://hdl.handle.net/2142/83178
Other Identifier(s):(MiAaPQ)AAI3044056
Date Available in IDEALS:2015-09-25
Date Deposited:2002


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