Deterioration mechanism of interface transition zone of concrete pavement under fatigue load and freeze-thaw coupling in cold climatic areas

Deterioration mechanism of interface transition zone of concrete pavement under fatigue load and... •Coupling function of fatigue load and freeze-thaw on ITZ of concrete is studied.•The micro-structure properties of an ITZ are investigated.•Impact of coupling effect on ITZ is determined using a chloride penetration test.•Coupling effect accelerates the deterioration rate of the micro-structure of ITZ. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Construction and Building Materials Elsevier

Deterioration mechanism of interface transition zone of concrete pavement under fatigue load and freeze-thaw coupling in cold climatic areas

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Publisher
Elsevier
Copyright
Copyright © 2017 Elsevier Ltd
ISSN
0950-0618
eISSN
1879-0526
D.O.I.
10.1016/j.conbuildmat.2017.11.031
Publisher site
See Article on Publisher Site

Abstract

•Coupling function of fatigue load and freeze-thaw on ITZ of concrete is studied.•The micro-structure properties of an ITZ are investigated.•Impact of coupling effect on ITZ is determined using a chloride penetration test.•Coupling effect accelerates the deterioration rate of the micro-structure of ITZ.

Journal

Construction and Building MaterialsElsevier

Published: Jan 30, 2018

References

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