Features of deformation model of coarse-grained soils at non-uniform triaxial compression
The new cubic meter with mixed borders for study the stress strain state of coarse-grained soils in true triaxial test is presented. The new device with the mixed borders for studying the stress strain behavior of coarse-grained soil in the conditions of true triaxial test is presented. The essential role of a deviatoric component on nature of volume compression of coarse-grained soil is shown. The influence of the stress strain behavior of various parameters on development of lateral pressure soil.