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University of Illinois at Urbana-Champaign

The Effect of Asphalt Concrete Overlays on The Progression of Durability Cracking in Portland Cement Concrete (d-Cracking, Frost, Freeze-Thaw, Autogenous Healing)

Abstract

dc:description

Durability Cracking (D-cracking) is the progressive deterioration of Portland cement concrete (PCC) and is normally caused by winter freeze-thaw cycling. The PCC coarse aggregate source has been identified as causing well designed mixes to develop D-cracking.

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
  • Janssen, Donald James

Subjects

dc:subject × 1

Identifiers

dc:identifier.*
Identifier
(UMI)AAI8600220
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/69954

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

Janssen, Donald James. The Effect of Asphalt Concrete Overlays on The Progression of Durability Cracking in Portland Cement Concrete (d-Cracking, Frost, Freeze-Thaw, Autogenous Healing). Dissertation thesis, University of Illinois at Urbana-Champaign, 2014. http://hdl.handle.net/2142/69954