Creep Constitutive Model for Frozen Soils Based on Hardening and Damage Effects-Reference-Cited by-同舟云学术

Creep Constitutive Model for Frozen Soils Based on Hardening and Damage Effects

Published:2020-03-11 Issue:4 Volume:24 Page:1146-1158
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Shi Sheng,Zhang Feng^ORCID,Feng Decheng,Tang Kangwei

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s12205-020-1681-y.pdf

Reference53 articles.

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3. Desai CS, Pradhan SK, Cohen D (2005) Cyclic testing and constitutive modeling of saturated sand-concrete interfaces using the disturbed state concept. International Journal of Geomechanics 5:286–294, DOI: https://doi.org/10.1061/(ASCE)1532-3641(2005)5:4(286)

4. Duvillard PA, Ravanel L, Deline P (2015) Risk assessment of infrastructure destabilization in context of permafrost in the French Alps. Engineering Geology for Society and Territory 1:297–300

5. Eberhardt E, Stead D, Stimpson B, Read RS (1997) Changes in acoustic event properties with progressive fracture damage. International Journal of Rock Mechanics and Mining Sciences 34(3–4):17.e1–17.e15, DOI: https://doi.org/10.1016/S1365-1609(97)00062-2

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