Strength Increment of Concrete Poured into Holes Drilled in Permafrost (Nabor Prochnosti Betona Ulozhennogo v Skvazhiny Vechnomerzlykh Gruntov)

A study of the process of the cooling and the strength framing with concrete in the widening is associated with the necessity for conducting heat engineering calculations. In this connection, data are required on the heat-physical parameters of soil and concrete, on annual amplitudes in temperature...

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Bibliographic Details
Main Authors: Berezovskii,B. I., Pavlenko,O. I.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1972
Subjects:
Snow
Ice and Permafrost
Construction Equipment
Materials & Supplies
Structural Engineering and Building Technology
(*CONCRETE
FLEXURAL STRENGTH)
(*FOUNDATIONS(STRUCTURES)
*PERMAFROST)
COOLING
TEMPERATURE
SOILS
ATMOSPHERIC TEMPERATURE
MIXTURES
AGING(MATERIALS)
CONSTRUCTION
USSR
FOOTINGS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0738187
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0738187
Description
Summary:A study of the process of the cooling and the strength framing with concrete in the widening is associated with the necessity for conducting heat engineering calculations. In this connection, data are required on the heat-physical parameters of soil and concrete, on annual amplitudes in temperature fluctuations of permafrost soil at varying depth and on the design characteristics of the foundation. (Author) Draft trans. of Beton i Zhelezobeton (USSR) n6 p9-12 Jun 71.

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