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Creep Behavior of Saline Fine‐Grained Frozen Soil
Publisher: American Society of Civil Engineers
Abstract: Creep tests were conducted on a fine‐grained frozen soil at different salinities ranging from 0 to 20 ppt (parts per thousand), at temperatures between −5°C and −17°C and at two total water contents of around 34% and 52%. ...
Temperature‐Independent Relationships for Frozen Soils
Publisher: American Society of Civil Engineers
Abstract: Constant strain‐rate and creep tests were conducted in uniaxial compression on saturated samples of six fine‐grained frozen soils at temperatures between
Closure to “Temperature‐Independent Relationships for Frozen Soils” by H. Wijeweera and R. C. Joshi (March, 1992, Vol. 6, No. 1)
Publisher: American Society of Civil Engineers
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