The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests

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 a...

Full description

Saved in:
Bibliographic Details
Published inSoil mechanics and foundation engineering Vol. 56; no. 4; pp. 253 - 257
Main Authors Rasskazov, L. N., Bestuzheva, A. S., Abduloev, A. B.
Format Journal Article
LanguageEnglish
Published New York Springer US 01.09.2019
Springer
Springer Nature B.V
Subjects
Anisotropy
Civil Engineering
Compression tests
Dependence
Earth and Environmental Science
Earth Sciences
Experimental Investigations
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Gravel
Hydraulics
Soil compressibility
Soil conditions
Soils
Online AccessGet full text

Cover

More Information
Summary: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.
ISSN:0038-0741
1573-9279
DOI:10.1007/s11204-019-09599-2