DBPapers
DOI: 10.5593/SGEM2014/B12/S2.109

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

V. Babenko, V. Funikova, E. Voznesensky
Wednesday 1 October 2014 by Libadmin2014

References: 14th International Multidisciplinary Scientific GeoConference SGEM 2014, www.sgem.org, SGEM2014 Conference Proceedings, ISBN 978-619-7105-08-7 / ISSN 1314-2704, June 19-25, 2014, Book 1, Vol. 2, 853-860 pp

ABSTRACT
In this paper results of true triaxial testing conducted on physical models of coarsegrained soils are used to describe under load. Results show with increasing amounts of filling aggregate value of lateral pressure increases, the smallest values for the lateral pressure are typical for saturated pebbles.

Keywords: true triaxial test; filling aggregate; coarse-grained soils; lateral stress; moving the stamp