Analyses of behavior of stress–strain of frozen Lanzhou loess subjected to K0 consolidation
- 30 November 2004
- journal article
- Published by Elsevier in Cold Regions Science and Technology
- Vol. 40 (1-2), 19-29
- https://doi.org/10.1016/j.coldregions.2004.03.002
Abstract
No abstract availableKeywords
This publication has 6 references indexed in Scilit:
- Analyses of strength and deformation of an artificially frozen soil wall in underground engineeringCold Regions Science and Technology, 2002
- Analyses of process on the strength decrease in frozen soils under high confining pressuresCold Regions Science and Technology, 1999
- Uniaxial compressive strength of frozen silt under constant deformation ratesCold Regions Science and Technology, 1984
- Strength of frozen silt as a function of ice content and dry unit weightEngineering Geology, 1981
- The mechanical behaviour of frozen earth materials under high pressure triaxial test conditionsGéotechnique, 1972
- An Engineering Theory of Creep of Frozen SoilsCanadian Geotechnical Journal, 1972