Variation in the Microstructure of Clay Soil during Deformation under Triaxial Compression with Consideration of the Occurrence of Deformation Instability
- Авторлар: Usov A.N.1, Chernov M.S.1, Sokolov V.N.1, Voznesensky E.A.1
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Мекемелер:
- Department of Geology
- Шығарылым: Том 73, № 1 (2018)
- Беттер: 83-86
- Бөлім: Article
- URL: https://journal-vniispk.ru/0145-8752/article/view/174622
- DOI: https://doi.org/10.3103/S014587521801012X
- ID: 174622
Дәйексөз келтіру
Аннотация
The variation in the microstructure of clay soils during their deformation under triaxial compression conditions is considered. A comprehensive procedure for the numerical description of variations in the structural features of clay soils during their deformation under triaxial compression conditions is proposed. The research results suggest that major variations in the sample structure occur at the time of deformation instability. These variations include the redistribution of the pore space and the pronounced orientation of the structural elements of the soil. Further deformation of the soil does not change the ratio of the number of pores, but the orientation of the structural elements increases throughout the entire deformation process.
Авторлар туралы
A. Usov
Department of Geology
Хат алмасуға жауапты Автор.
Email: alexeynusov@gmail.com
Ресей, Moscow, 119991
M. Chernov
Department of Geology
Email: alexeynusov@gmail.com
Ресей, Moscow, 119991
V. Sokolov
Department of Geology
Email: alexeynusov@gmail.com
Ресей, Moscow, 119991
E. Voznesensky
Department of Geology
Email: alexeynusov@gmail.com
Ресей, Moscow, 119991
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