Variation of Shear Strength of Clayey Ground During Freezing and Thawing (Izmenie Soprotivleniya Dsvigu Glinistogo Grunta pri ego Promerzanii-Ottaivanii)

Railroad fills made with clayey ground in the winter frequently deform during spring thawing. The fills settle grossly, the banks cave in, and formation of ballast troughs is observed. One of the causes of such deformations can be lowering of the basic strength index of the soil -- the shear strengt...

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Bibliographic Details
Main Author: Mikhailov,G. D.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1971
Subjects:
Soil Mechanics
Snow
Ice and Permafrost
*SOIL MECHANICS
*SOILS
FREEZING
RAILROADS
FOUNDATIONS(STRUCTURES)
ICE
MELTING
SHEAR STRESSES
STRUCTURAL PROPERTIES
USSR
PERIODIC VARIATIONS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0722600
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0722600
Description
Summary:Railroad fills made with clayey ground in the winter frequently deform during spring thawing. The fills settle grossly, the banks cave in, and formation of ballast troughs is observed. One of the causes of such deformations can be lowering of the basic strength index of the soil -- the shear strength -- during freezing and thawing. The Novosibirsk branch of the Research Institute of Transportation Construction has studied the variation in shear strength and cohesion of the soil as a result of freezing and thawing for various soil moistures and densities. Loams taken from pits intended for filling the initial section of the Artyshta-Podobas line were used for the experiments. Samples of the required density and moisture were prepared from the soils in the laboratory. (Author) Draft trans. of Transportnoe Stroitelstvo (USSR) n12 p37-38 Dec 66.

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