Strength criterion of ice-rich moraine soil considering the ice form and temperature based on thermal-mechanical triaxial tests
Author:
Funder
Natural Science Foundation of Hubei Province
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference48 articles.
1. Constitutive model for rate-independent behavior of saturated frozen soils;Amiri;Can. Geotech. J.,2016
2. Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples;Arenson;Can. Geotech. J.,2005
3. Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples;Arenson;Permafr. Periglac. Process.,2004
4. Strain rate, temperature, and sample size effects on compression and tensile properties of frozen soil;Bragg;Eng. Geol.,1981
5. The mechanical behavior of frozen earth materials under high pressure triaxial test conditions;Chamberlain;Geotechnique,1972
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