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...
Main Authors: | , |
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Other Authors: | |
Format: | Text |
Language: | English |
Published: |
1972
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Online Access: | http://www.dtic.mil/docs/citations/AD0738187 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0738187 |
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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