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    Freeze‐Thaw Deterioration of Concrete Pavements 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 002
    Author(s): Dan F. Adkins; Vance T. Christiansen
    Publisher: American Society of Civil Engineers
    Abstract: Under winter exposure conditions, solar radiation effects along with the presence of de‐icing salts have a pronounced impact on the deterioration of concrete pavements. The rapid changes and differences in temperature ...
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    Mathematical Model of Temperature Changes in Concrete Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Dan F. Adkins; Gary P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: When concrete pavement is subjected to a change in temperature, some time must elapse before a condition of equilibrium is again reached. In the transient heating and cooling processes that take place in the interim, there ...
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    Closure to “Mathematics of Concrete Scaling” by Dan F. Adkins, Gary P. Merkley, and Gertrudys Brito (May, 1993, Vol. 5, No. 2) 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 004
    Author(s): Dan F. Adkins; Gary P. Merkley; Gertrudys Brito
    Publisher: American Society of Civil Engineers
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    Mathematics of Concrete Scaling 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 002
    Author(s): Dan F. Adkins; Gary P. Merkley; Gertrudys Brito
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments are performed to study the conditions under which concrete scaling occurs. Induced temperature gradients causes the concrete surface to spall off in sheets, replicating an ubiquitous form of damage ...
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