Rheological Model of Laterally Stressed Frozen Soil

by Khandker A. Aziz, Post-Doctoral Fellow; Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada,
Jan T. Laba, (M.ASCE), Prof.; Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada,


Serial Information: Journal of the Geotechnical Engineering Division, 1976, Vol. 102, Issue 8, Pg. 825-839


Document Type: Journal Paper

Errata: (See full record)

Abstract: A rheological model to represent the time dependent behavior of a frozen cohesive soil layer, while under lateral stress and at constant temperature, is introduced. Windsor clay was used for the experimental investigations carried out to correlate the stress-time and strain-time behavior of the actual frozen cohesive soil layer with the behavior of the mathematical model in order to establish a stress-strain-time relationship for the soil-ice-water system under investigation.

Subject Headings: Frozen soils | Soil stress | Lateral stress | Soil analysis | Rheology | Layered soils | Stress strain relations

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