EFFECT OF SUBZERO TEMPERATURE IN CONCRETE ON THE NATURE OF OPERATIONS OF HIGH CONCRETE DAMS

VLIYANIE OTRITSATELNOI TEMPERATURY V BETONE NA KHARAKTER RABOTY VYSOKIKH BETONNYKH PLOTIN

The experimental and full scale studies of the properties of frozen concrete conducted by the author have made it possible to recommend empirical relationships for determining the linear expansion coefficient.

• Supplemental Notes:
  • Draft trans. of Gidrotekhnicheskoe Stroitelstvo (USSR) n3 p26-29 Mar 73.
• Corporate Authors:

  U.S. Army Cold Regions Research and Engineering Laboratory

  72 Lyme Road
  Hanover, NH  United States  03755-1290
• Authors:
  • Durcheva, V N
• Publication Date: 1976-6

Media Info

• Pagination: 11 p.

Subject/Index Terms

• TRT Terms: Buckling; Coefficients; Cold weather; Cold weather construction; Concrete; Concrete construction; Concrete dams; Cracking; Dams; Expansion; Freezing; Frigid regions; Linear elasticity; Physical properties; Temperature; Thermal stresses; Translations
• Uncontrolled Terms: Concrete properties
• Geographic Terms: Former Soviet Union
• Old TRIS Terms: Linear expansion
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00143106
• Record Type: Publication
• Source Agency: National Technical Information Service
• Report/Paper Numbers: CRREL-TL-531
• Files: TRIS
• Created Date: Oct 6 1976 12:00AM