Article ID Journal Published Year Pages File Type
4676118 Cold Regions Science and Technology 2011 7 Pages PDF
Abstract
► Triaxial compression tests on an ice-saturated frozen sandy soil were carried out. ► The strength changing with confining pressure can be divided into three phases. ► A new strength criterion was proposed; the mechanism of strength was explained. ► An improved D-C model was applied to describe the stress-strain relationship. ► The reason why the model can describe strain-softening is explained.
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Earth and Planetary Sciences (General)
Authors
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