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University of Illinois at Urbana-Champaign

Effects of Prestress Level and Bond on the Behavior of Prestressed Concrete Pavements

Abstract

dc:description

Prestressing has long been recognized as a viable method of increasing the flexural capacity of concrete. The early application of prestressed concrete pavements was in the mid 1940's but its progress was slow compared with the other types of rigid pavements. Performance of the early build prestressed concrete pavements and advancements in construction technology as well as the ever increasing traffic loads have renewed interest in this type of construction.

Degree

thesis:*
Name thesis:degree_name
Ph.D.
Level thesis:degree_level
Dissertation
Discipline thesis:degree_discipline
Civil Engineering
Grantor
University of Illinois at Urbana-Champaign
Year dc:date
2014

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Shihata, Sabry Ahmad

Subjects

dc:subject × 1

Identifiers

dc:identifier.*
Identifier
(UMI)AAI8324644
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/69925

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Shihata, Sabry Ahmad. Effects of Prestress Level and Bond on the Behavior of Prestressed Concrete Pavements. Dissertation thesis, University of Illinois at Urbana-Champaign, 2014. http://hdl.handle.net/2142/69925