Mechanical responses and stress distribution of rock-like specimen containing a spherical defect under uniaxial compression

Abstract

Spherical defect is often seen in rock material, and the size and position of the defect seriously affect the stability of rock mass. In this study, a locating device for preparing spherical defects was designed. A series of uniaxial compression tests and simulations were conducted to study the influence of the defect size and location on the mechanical, micro-cracking, failure characteristics, and stress distribution of the sample containing a spherical defect. The results indicate that the uniaxial compressive strength (UCS) and Young’s modulus both decrease with increasing defect size. The location variation of the same-sized spherical defect has a significant influence on the UCS but hardly influences Young’s modulus. The closer the defect is to the boundary, the lower the UCS is. The acoustic emission (AE) monitoring results indicate that the damage point aggregates and expands around the defect, forming a failure surface in the later stage of specimen loading. The failure modes of the specimen are divided into tensile failure, shear failure, and tensile-shear failure. Laboratory test results match well with the numerical simulation results obtained through the PFC3D program. The numerical stress monitoring results indicate that there is significant stress concentration near the defect. And the concentrated stress at the defect boundary drops before the the model reaches its peak stress, which can be used to predict the failure of the defected rock mass. The research findings could supply a certain reference for stability analysis and control of rock material containing similar types of defects.