Effect of stress on freeze-thaw durability of concrete bridge decks.

Author(s)
Callahan, J.P. Siess, C.P. & Kesler, C.E.
Year
Abstract

This report contains the findings of research conducted to determine if stresses resulting from the action of traffic, differential settlement, warping of slabs, and volume changes in the concrete will initiate or accelerate deterioration during freezing and thawing cycle of concrete exposed to de-icing solution.

Publication

Library number
B 2451 [electronic version only] /24/26/32/
Source

Washington, D.C., Highway Research Board HRB, 1970, 70 p., fig., graph., tab., ref.; NCHRP Report No. 101

Publication (link)

Our collection

This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.