Enviar artigo por via de e-mail The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
- Autores: Rasskazov L.N.1, Bestuzheva A.S.1, Abduloev A.B.1
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Afiliações:
- National Research Moscow State University of Civil Engineering (NIU MGSU)
- Edição: Volume 56, Nº 4 (2019)
- Páginas: 253-257
- Seção: Experimental Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244248
- DOI: https://doi.org/10.1007/s11204-019-09599-2
- ID: 244248
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Resumo
Results are presented of test studies of the compressibility of pebble-gravel soils in triaxial compression instruments that make it possible, by contrast with uniaxial compression instruments, to estimate the strain anisotropy of soil. The dependence of the coefficient of strain anisotropy on the acting stress is presented.
Sobre autores
L. Rasskazov
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Rússia, Moscow
A. Bestuzheva
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Rússia, Moscow
A. Abduloev
National Research Moscow State University of Civil Engineering (NIU MGSU)
Autor responsável pela correspondência
Email: abduloev.alisher91@mail.ru
Rússia, Moscow
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