A multisurface elastoplastic model for frozen soil
Author:
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/s11440-021-01391-7.pdf
Reference68 articles.
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2. Andersen GR, Swan CW, Ladd CC, Germaine JT (1995) Small-strain behavior of frozen sand in triaxial compression. Can Geotech J 32(3):428–451
3. Arenson LU, Springman SM (2005) Mathematical descriptions for the behaviour of ice-rich frozen soils at temperatures close to 0 C. Can Geotech J 42(2):431–442
4. Asaoka A, Nakano M, Noda T, Kaneda K (2000) Delayed compression/consolidation of natural clay due to degradation of soil structure. Soils Found 40(3):75–85. https://doi.org/10.3208/sandf.40.3_75
5. Black PB (1995) Application of the Clapeyron equation to water and ice in porous media. CRREL, US Army Corps of Engineers
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