STUDY BEHAVIOUR OF LATERAL PRESSURE IN COARSE-GRAINED SOIL TRUE TRIAXIAL COMPRESSION

Babenko V.A, Nikiforov N.V., Voznesensky E.A. Theoretical and methodical experimental research aspects of sandy-clayey filling aggregate composition and properties of coarse-grained soils, Engineering Geology Journal, Russian Federation, vol. 5, pp.78-93, 2012;

Babenko V., Funikova V., Voznesensky E. The effect of deviatoric deformation on the compressibility of coarse-grained soil , 13 th SGEM GeoConference on Science and Technologies In Geology, Exploration and Mining, Bulgaria, pp. 499–506, 2013;

Voznesensky E.A., Funikova V.V., Babenko V.A. Deformability properties of model granular soils under true triaxial compression conditions, Moscow University Geology Bulletin, Russian Federation, vol.68/issue 4, pp. 253-259, 2013;

Haeri S.M., Hosseini S.M., Toll D.G., Yasrebi S.S. The behaviour of an artificially cemented sandy gravel , Geotechnical and Geological Engineering, vol.23/issue 5 , pp. 537-560, 2005;

Sangtarashha К., Fakher А., Pahlevan В. Variation of stiffness of Tehran coarse- grained soil with depth and strain, Deformation Characteristics of Geomaterials, IOS Press, Amsterdam, pp. 1007 – 1015, 2011;

Wei-Cheng Shi, Jun-Gao Zhu, Chung-Fai Chiu, Han-Long Liu. Strength and deformation behaviour of coarse-grained soil by true triaxial tests, Journal of Central South University of Technology, vol. 17/issue 5, pp. 1095-1102, 2010.