Mechanical Behavior Of Sandstone Research Articles

Stress paths and mechanical behavior of a sandstone in hollow cylinder tests

Abstract A series of hollow cylindrical triaxial tests was performed to investigate the potential effect of stress paths on the mechanical behavior of the Pei-Tou sandstone. The tests were carried out with a computer-controlled loading system. The axial loading, outer and inner confining pressures, and torque applied to the specimen were controlled according to a preselected stress path. The stress path moved from the hydrostatic stress axis in principal-stress space and elongated on an octahedral plane, while maintaining a constant angle θ against the projection of the major principal stress axis on the octahedral plane. The proposed hollow cylinder test is shown to be able to follow any designed stress paths in the principal stress space. Thus, it may be used to investigate the effect of stress paths on the mechanical behavior of rock and to construct its failure surface.

Effect of cyclic loading and strain rate on the mechanical behaviour of sandstone

Discontinuous fatigue disturbances are common in rock mass engineering, but the corresponding mechanical behaviour of rock is unclear. In this study, discontinuous multilevel constant-amplitude fatigue tests of sandstone containing pre-existing cracks with different angles were performed, and the fatigue characteristics and fracture behaviour were analysed using acoustic emission (AE) and digital image correlation (DIC) techniques. The results showed that the peak strength and strain, fatigue life and modulus decreased with increasing crack angle. The dissipated energy first decreased and subsequently increased during loading, and the relationship between the three strain energy density parameters and the stress level was a quadratic polynomial. Meanwhile, there was a significant accelerating energy release (AER) phenomenon in the AE energy, and the AE energy release of the 0° and 30° samples was more rapid. A fatigue damage model considering the initial damage was established based on the strain energy density, and the initial damage and cumulative rate of fatigue damage were proportional to the crack angle. In terms of fracture behaviour, the samples developed wing cracks, anti-wing cracks, secondary shear cracks, and out-of-plane shear or tensile crack propagation in sequence. The change in b-value indicated that the load holding at a higher stress level would increase the propagation scale of rock fatigue cracks. The AF and RA values indicated that the 0° and 30° samples were dominated by tensile fracture, while the 60° and 90° samples were dominated by shear fracture. The shear cracks were concentrated in the unstable fracture stage, and the ratio was proportional to the crack angle.