A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils-Reference-Cited by-同舟云学术

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A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils

Published:2023-09-26 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Amini Dana,Maghoul Pooneh^ORCID,Holländer Hartmut,Bilodeau Jean-Pascal

Funder

New Frontiers in Research Fund - Exploration Grant

Mitacs

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-02058-1.pdf

Reference62 articles.

1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430

2. Andersland OB, Ladanyi B (2003) Frozen ground engineering. John Wiley & Sons, Hoboken, New Jersey

3. Arenson LU, Springman SM (2005) Mathematical descriptions for the behaviour of ice-rich frozen soils at temperatures close to $$0^{\circ } \text{ C }$$. Can Geotech J 42(2):431–442

4. Arenson LU, Springman SM (2005) Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples. Can Geotech J 42(2):412–430

5. Bush E, Lemmen DS (2019) Canada’s changing climate report. Government of Canada, Ottawa, ON

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A framework to assess permafrost thaw threat for land transportation infrastructure in northern Canada;Communications Earth & Environment;2024-03-30

2. Multi-stage Thermal Creep Characteristics of Frozen Tailings;Atlantis Highlights in Engineering;2023

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