Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression

The report contains experimental studies on uniaxial compression of frozen grounds when creep is present. In the study of creep and strength of frozen grounds in the case of uniaxial compression the following were the principal problems considered: (a) clarification of the character of the creep cur...

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Bibliographic Details
Main Authors: Shusherina,E. P., Vyalov,S. S.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1965
Subjects:
Soil Mechanics
Snow
Ice and Permafrost
(*SOILS
COMPRESSIVE PROPERTIES)
SAND
SILT
CLAY
SHEAR STRESSES
DEFORMATION
CREEP
DEPOSITS
GEOPHYSICAL PROSPECTING
TEMPERATURE
USSR
BEARING STRENGTH
*FREEZING
*SOILS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0715056
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715056
Description
Summary:The report contains experimental studies on uniaxial compression of frozen grounds when creep is present. In the study of creep and strength of frozen grounds in the case of uniaxial compression the following were the principal problems considered: (a) clarification of the character of the creep curves in the case of constant stress; (b) determination of the dependence between time before destruction and stress (the pattern of decrease of strength with time); (c) clarification of the dependence between deformation and stress with the influence of time taken into account. The object of investigation was two grounds with strata situated over an ore body -- Callovian sandy loam and Bathonian-Bajocian clay, belonging to Jurassic deposits and constituting the most dangerous horizons for the penetration of drifts. (Author) Trans. of mono. Merzlotnye Issledovaniya (Geocryology Research), Moscow, 1963 p314-347.

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