Jones, W., Farnam, Y., Imbrock, P., Spiro, J., Villani, C., Golias, M., Olek, J., & Weiss, W. J. (2013). An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program. https://rosap.ntl.bts.gov/view/dot/27736
Jones, Wesley, Yaghoob Farnam, Paul Imbrock, Jeffrey Spiro, Chiara Villani, Mike Golias, Jan Olek, and W. Jason Weiss. An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program, 2013. https://rosap.ntl.bts.gov/view/dot/27736.
Jones, Wesley, et al. An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program, 2013, ROSA P. https://rosap.ntl.bts.gov/view/dot/27736.
Concrete pavements represent a large portion of the transportation
;
infrastructure. While the vast majority of concrete pavements
;
provide excellent long-term performance, a portion of these
;
pavements have recently shown premature joint deterioration.
;
Substantial interest has developed in understanding why premature
;
joint deterioration is being observed in jointed portland
;
cement concrete pavements (PCCP). While some have attributed
;
this damage to insufficient air void systems, poor mixture design,
;
or chemical reaction between the salt and the paste, it is the
;
hypothesis of this work that a component of this damage can also
;
be attributed to fluid absorption at the joints.
;
This report begins by discussing the importance of the level of
;
concrete saturation on freeze-thaw damage. It was determined
;
that damage can occur in samples having a degree of saturation
;
higher than some critical value (approximately 86%) after even
;
one freezing cycle. When deicing salts are used, the freezing
;
temperature is depressed; however, additional damage is observed
;
as compared to just water. Additional damage appears to occur on
;
thawing for systems with higher salt concentrations, presumably
;
due to the phase change in the hydrohalite.
Jones, W., Farnam, Y., Imbrock, P., Spiro, J., Villani, C., Golias, M., Olek, J., & Weiss, W. J. (2013). An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program. https://rosap.ntl.bts.gov/view/dot/27736
Jones, Wesley, Yaghoob Farnam, Paul Imbrock, Jeffrey Spiro, Chiara Villani, Mike Golias, Jan Olek, and W. Jason Weiss. An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program, 2013. https://rosap.ntl.bts.gov/view/dot/27736.
Jones, Wesley, et al. An overview of joint deterioration in concrete pavement : mechanisms, solution properties, and sealers. Purdue University. Joint Transportation Research Program, 2013, ROSA P. https://rosap.ntl.bts.gov/view/dot/27736.
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