Dynamic viscoelastic model for rock joints under compressive loading

The mechanical properties of rock masses are significantly affected by the deformated behaviors of disconti-nuities, such as joints and faults. Rock masses in nature are also often subjected to dynamic disturbances, including explosive and seismic loads. Therefore, it is crucial to understand the deformed response of rock joints under dynamic loads. In this study, a series of dynamic compression expriments are carried out on rock joints with different joint roughness using the SoB equipment with digital image correlation (DIC) technique. It found the dynamic compressive bebaviors of rock joints have viscoelstic features. Then a variable-order fractional Kelvin-Voigt (VFKV) model is proposed to simulate this behaviour, which consists of a variable-order fractional viscous dashpot and a spring in parallel. The model is verified to effectively represent the dynamic compressive process of rock joints. Finally, based the proposed model, the influence of model parameters, loading rate, and joint contact area ratio on the viscoelastic behaviour and mechanical property of rock joints are discussed. The results show the viscoelasticity behaviour of joints is significantly affected by the loading rate and joint contact area ratio, high loading rate and joint contact area may strengthen the elastic properties of the joints, while the joint roughness has the opposite effect.

Automated summary

The deformed response of rock joints under dynamic loads significantly affects the mechanical properties of rock masses. This study examines the dynamic compression behavior of rock joints with different joint roughness using digital image correlation (DIC) technique. The results show that the dynamic compressive behavior of rock joints has viscoelastic features. A variable-order fractional Kelvin-Voigt (VFKV) model is proposed to simulate this behavior, which effectively represents the dynamic compressive process of rock joints. The study also discusses the influence of model parameters, loading rate, and joint contact area ratio on the viscoelastic behavior and mechanical properties of rock joints.