Email this article The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
- Authors: Rasskazov L.N.1, Bestuzheva A.S.1, Abduloev A.B.1
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Affiliations:
- National Research Moscow State University of Civil Engineering (NIU MGSU)
- Issue: Vol 56, No 4 (2019)
- Pages: 253-257
- Section: 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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Abstract
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.
About the authors
L. N. Rasskazov
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Russian Federation, Moscow
A. S. Bestuzheva
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Russian Federation, Moscow
A. B. Abduloev
National Research Moscow State University of Civil Engineering (NIU MGSU)
Author for correspondence.
Email: abduloev.alisher91@mail.ru
Russian Federation, Moscow
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