A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Survey was made of 65 mi of roads to determine factors affecting frost-damage; no frost-damage was found on any of roads that had been constructed with air-entrained concrete; surface mortar in more susceptible areas was observed to have greater opportunity to reach high degree of saturation when intermittent thawing conditions occurred; occurrence of relatively high minimum air temperature during night after laying concrete was associated with decrease in area of frost damage occurring in later life; use of salt for de-icing is considered to be one of main factors that aggravate frost damage. (Rec'd 1968) (51550)
Survey was made of 65 mi of roads to determine factors affecting frost-damage; no frost-damage was found on any of roads that had been constructed with air-entrained concrete; surface mortar in more susceptible areas was observed to have greater opportunity to reach high degree of saturation when intermittent thawing conditions occurred; occurrence of relatively high minimum air temperature during night after laying concrete was associated with decrease in area of frost damage occurring in later life; use of salt for de-icing is considered to be one of main factors that aggravate frost damage. (Rec'd 1968) (51550)
Frost scaling on concrete roads
Gt Brit, Min Transp, Road Res Lab, RRL Rep
Franklin, R.E. (author)
1967
20 pages
Report
English
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Frost scaling on concrete roads
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