Binary-medium-based constitutive model of frozen soils subjected to triaxial loading
To model the elastoplastic behaviors of frozen soils, a binary-medium-based constitutive model is developed and validated by a series of cryotriaxial compressive tests. In the framework of the proposed model, frozen soils are conceptualized to consist of structural blocks and weakened bands. Herein,...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2019-03-01
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Series: | Results in Physics |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2211379718332005 |