Effect of intermediate principal stress on strength of soft rock under complex stress states

MA Zong-yuan(马宗源)¹, LIAO Hong-jian(廖红建)², DANG Fa-ning(党发宁)¹

(1. School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China;
2. Department of Civil Engineering, Xi’an Jiaotong University, Xi’an 710049, China)

Abstract:A series of numerical simulations of conventional and true triaxial tests for soft rock materials using the three-dimensional finite difference code FLAC3D were presented. A hexahedral element and a strain hardening/softening constitutive model based on the unified strength theory (UST) were used to simulate both the consolidated-undrained (CU) triaxial and the consolidated-drained (CD) true triaxial tests. Based on the results of the true triaxial tests simulation, the effect of the intermediate principal stress on the strength of soft rock was investigated. Finally, an example of an axial compression test for a hard rock pillar with a soft rock interlayer was analyzed using the two-dimensional finite difference code FLAC. The CD true triaxial test simulations for diatomaceous soft rock suggest the peak and residual strengths increase by 30% when the effect of the intermediate principal stress is taken into account. The axial compression for a rock pillar indicated the peak and residual strengths increase six-fold when the soft rock interlayer approached the vertical and the effect of the intermediate principal stress is taken into account.

Key words:soft rock; strength; strain-softening; complex stress state; effect of intermediate principal stress