The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay
- 31 May 2010
- journal article
- Published by Elsevier BV in Cold Regions Science and Technology
- Vol. 61 (2-3), 125-131
- https://doi.org/10.1016/j.coldregions.2009.12.005
Abstract
No abstract availableKeywords
This publication has 11 references indexed in Scilit:
- Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clayCold Regions Science and Technology, 2007
- Compressive strength of fiber reinforced highly compressible clayConstruction and Building Materials, 2006
- A review of the influence of freeze-thaw cycles on soil geotechnical propertiesPermafrost and Periglacial Processes, 2006
- Soil behavior during freezing and thawing using variable and constant confining pressure triaxial testsCanadian Geotechnical Journal, 2001
- Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-gained soilsCanadian Geotechnical Journal, 1996
- Effects of frost on the mechanical behaviour of Champlain Sea claysCanadian Geotechnical Journal, 1991
- Physical processes during freeze-thaw cycles in clayey siltsCold Regions Science and Technology, 1989
- Behavior of Fabric‐Versus Fiber‐Reinforced SandJournal of Geotechnical Engineering, 1986
- Effects of freeze–thaw and softening on a natural clay at low stressesCanadian Geotechnical Journal, 1985
- Mechanics of Fiber Reinforcement in SandJournal of Geotechnical Engineering, 1983