Deformation of Clays during Freezing and Thawing (Deformatsii a Glinistykh Gruntov pri Promerzanii i Otaivanii)

The present investigations were aimed at studying the deformality of clay soils under the influence of repeated freezing and thawing. This was done to provide an allowance for their deformations in the limiting state for foundation base calculations when the foundations are laid in a seasonal freezi...

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Bibliographic Details
Main Author: Malyshev,M. A.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1973
Subjects:
Soil Mechanics
Snow
Ice and Permafrost
*SOIL MECHANICS
*PERMAFROST
*THAWING
LOAMS
DEFORMATION
LOADS(FORCES)
TEST METHODS
TRANSLATIONS
USSR
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0772766
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0772766
Description
Summary:The present investigations were aimed at studying the deformality of clay soils under the influence of repeated freezing and thawing. This was done to provide an allowance for their deformations in the limiting state for foundation base calculations when the foundations are laid in a seasonal freezing zone. The laboratory experiments were conducted with loess loam from the blanket sediment of the town of Tomsk and pastes of abraded argillite and clay fractions isolated from the loams by elutriation. (Author) Draft trans. of Inzhenerno-Stroitelnyi Institut, Tomsk. Sbornik Nauchnykh Trudov (USSR) v14 p58-62 1969.

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