电邮这篇文章 The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
- 作者: Rasskazov L.N.1, Bestuzheva A.S.1, Abduloev A.B.1
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隶属关系:
- National Research Moscow State University of Civil Engineering (NIU MGSU)
- 期: 卷 56, 编号 4 (2019)
- 页面: 253-257
- 栏目: 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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详细
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.
作者简介
L. Rasskazov
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
俄罗斯联邦, Moscow
A. Bestuzheva
National Research Moscow State University of Civil Engineering (NIU MGSU)
Email: abduloev.alisher91@mail.ru
俄罗斯联邦, Moscow
A. Abduloev
National Research Moscow State University of Civil Engineering (NIU MGSU)
编辑信件的主要联系方式.
Email: abduloev.alisher91@mail.ru
俄罗斯联邦, Moscow
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