Research on the Damage Mechanism and Shear Strength Weakening Law of Rock Discontinuities Under Dynamic Load Disturbance

Discontinuity damage and shear strength weakening under dynamic loading are important causes of engineering rock instability. To study the damage mechanism of rock discontinuities under dynamic loading and the law of shear strength weakening after disturbance, the dominant controlling factors of dynamic loading-induced discontinuity damage were analyzed using the discrete element method. The evolution characteristics and formation mechanism of discontinuity damage were revealed, and the shear strength weakening law of discontinuities under dynamic loading was quantitatively characterized and verified by laboratory tests. The results are as follows: (1) Due to the symmetry of the structural distribution and material properties, a 2D UDEC-Tri model containing a discontinuity specimen was established. The number of failure blocks and the crack development length were calculated using Fish scripting in UDEC. Based on the orthogonal design method, it was found that the dominant controlling factors of dynamic load-induced discontinuity damage are the dynamic load frequency, peak dynamic load, and cycle number. (2) In the rising stress stage, the discontinuity mainly accumulates energy, causing minor damage with slight shear crack development. In the falling stress stage, energy release increases the damage, leading to significant shear and tensile crack growth with a hysteresis effect. The cracks are symmetrically distributed on both sides of the discontinuity. (3) The greater the damage to the discontinuity caused by the dynamic load disturbance, the more obvious the shear strength weakening after the disturbance. By comprehensively considering the symmetry characteristics of the damage distribution and strength weakening law of the discontinuity, and based on mathematical analysis, the model of discontinuity shear strength weakening after dynamic load disturbance was established. The model considers three dominant controlling factors: the dynamic loading frequency, peak dynamic load, and cycle number. The research results reveal the damage mechanism of discontinuities under dynamic loading and obtain the shear strength weakening law, which provides a reference for the stability evaluation of engineering rock masses under dynamic loading.