Understanding the dynamics of damaged rock masses and the evolution of internal fractures is beneficial to the construction of deep engineering projects. Dynamic tests on damaged granite were carried out using a split Hopkinson device which can apply a confining pressure. A group of damaged granites was CT-scanned and three-dimensional reconstructed using Avizo 2020.1 software. The results indicate that with increasing damage, the peak stress and peak modulus of the damaged granite decrease, while the peak strain increases. When the initial damage is consistent, all three parameters increase with the increasing confining pressure. Confining pressure alters the number and development direction of internal fissures in granite. Higher confining pressure results in fewer fissures, with their development direction shifting more towards the center of the sample and becoming straighter. The total volume of fissures within the rock samples, the volume of through fissures, and the maximum length of the fissures are decreasing with the increase in the confining pressure. In addition, the three-dimensional fractal dimension and the internal damage also decreased continuously with the increase in the confining pressure. This research provides valuable theoretical guidance for supporting and constructing surrounding rock in deep engineering projects.