Anisotropy of the Strength Properties of Clays of the North of Belarus

Abstract

This paper describes the results of experimental investigations anisotropic clay at triaxial tests and uniaxial compression. A band clay of glacial origin has been selected for the study widespread in the north of Belarus. Clays have layered texture due to the conditions of formation. Tests were carried out at different angles to the plane of soil stratification. Test results show significant differences in the values of strength characteristics of soils.