Determination of compacting parameters of dispersed rocks

Abstract

Ground beddings are used to eliminate the subsidence during the construction of buildings, facilities, earthfills on the subsiding soils. The most cost-effective are the ground beddings made of local material, i.e. the subsiding soil. An effective way of soil deposing is the cyclic load created by the rollers, dies, and tampers. The paper presents the results of study devoted to the compacting of subsidence loams of cyclic load.