Elastoplastic Model Framework for Saturated Soils Subjected to a Freeze–Thaw Cycle Based on Generalized Plasticity Theory

The failures of soil slopes during the construction of high-speed railway caused by the soil after the freeze–thaw (F–T) cycle and the subsequent threat to construction safety are critical issues. An appropriate constitutive model for soils accurately describing the deformation characteristics of so...

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Detalles Bibliográficos
Autores principales: Cong, Shengyi, Ling, Xianzhang, Li, Xinyu, Geng, Lin, Xing, Wenqiang, Li, Guoyu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Technical Note
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8585258/
https://www.ncbi.nlm.nih.gov/pubmed/34772008
http://dx.doi.org/10.3390/ma14216485

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8585258/
https://www.ncbi.nlm.nih.gov/pubmed/34772008
http://dx.doi.org/10.3390/ma14216485

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