A Disturbed State Concept-Based Stress-Relaxation Model for Expansive Soil Exposed to Freeze-Thaw Cycling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-2000-3.pdf
Reference27 articles.
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2. Aldaood A, Bouasker M, Al-Mukhtar M (2016) Effect of water during freeze-thaw cycles on the performance and durability of lime-treated gypseous soil. Cold Regions Science and Technology 123:155–163, DOI: https://doi.org/10.1016/j.coldregions.2015.12.008
3. Azam S, Shah I, Raghunandan ME, Ito M (2013) Study on swelling properties of an expansive soil deposit in Saskatchewan, Canada. Bulletin of Engineering Geology and the Environment 72(1):25–35, DOI: https://doi.org/10.1007/s10064-012-0457-0
4. Christensen YM (1982) Theory of viscoelasticity. Academic Press, New York, NY, USA
5. Desai CS, Toth J (1996) Disturbed state constitutive modeling based on stress-strain and nondestructive behavior. International Journal of Solids and Structures 33(11):1619–1650, DOI: https://doi.org/10.1016/0020-7683(95)00115-8
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3. Prediction of compressive creep behaviors of expansive soil exposed to freeze-thaw cycle using a disturbed state concept-based model;Cold Regions Science and Technology;2022-12
4. The Effect of Freeze-Thaw Cycles on Mechanical Properties of Expansive Soils in Climate Margin;SSRN Electronic Journal;2022
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