Мақаланы E-mail арқылы жіберу The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
- Авторлар: Rasskazov L.N.1, Bestuzheva A.S.1, Abduloev A.B.1
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Мекемелер:
- National Research Moscow State University of Civil Engineering (NIU MGSU)
- Шығарылым: Том 56, № 4 (2019)
- Беттер: 253-257
- Бөлім: 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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Аннотация
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.
Авторлар туралы
L. Rasskazov
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Ресей, Moscow
A. Bestuzheva
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
Ресей, Moscow
A. Abduloev
National Research Moscow State University of Civil Engineering (NIU MGSU)
Хат алмасуға жауапты Автор.
Email: abduloev.alisher91@mail.ru
Ресей, Moscow
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