Effect of moisture content on frozen ground strength

The authors of this paper have investigated the effect of total moisture content on the uniaxial compressive strength of three frozen soils (supes, suglinok and clay) under short- term loading at temperatures between -10 degrees C and -55 degrees C. Polycrystalline ice specimens were also tested und...

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Bibliographic Details
Main Authors: Shusherina, E. P., Bobkov, Y. P., National Research Council Of Canada. Division Of Building Research
Format: Report
Language:English
Published: National Research Council of Canada 1978
Subjects:
permafrost
soils
frozen soils
moisture content
compressive strength
low degree
pergélisol
sol
sol gelé
degré hygrométrique
résistance à la compression
bas degré
Ice
Online Access:https://dx.doi.org/10.4224/20358850
https://nrc-publications.canada.ca/eng/view/object/?id=61aac962-d4bd-40d9-93fb-cd4e5f24b7bc
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Summary:The authors of this paper have investigated the effect of total moisture content on the uniaxial compressive strength of three frozen soils (supes, suglinok and clay) under short- term loading at temperatures between -10 degrees C and -55 degrees C. Polycrystalline ice specimens were also tested under similar conditions.

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