The criterion for dividing the surrounding rock EDZs of underground caverns based on the energy dissipation degree

An energy calculation parameter named the energy dissipation degree (R(Ud)) is introduced based on the analysis of the energy dissipation mechanism and energy evolution characteristics during conventional triaxial tests of the granite of Shuangjiangkou. The deviatoric stress‒strain curve of rock can be divided into five stages using four stress thresholds (crack closure stress σ(cc), crack initiation stress σ(ci), damage stress σ(cd) and peak stress σ(p)), which also correspond to the four R(Ud) thresholds (R(Udc), R(Udi), R(Udd) and R(Udp)) on the energy dissipation degree–strain curve. A given stress threshold increases with increasing confining pressure; however, a given R(Ud) threshold is basically stable under different confining pressures. Then, a new criterion for dividing the excavation damaged zones (EDZs) in the rock surrounding underground caverns based on the monotonically increasing characteristics of the energy dissipation degree‒axial strain relationship curve is proposed, and it allows for the classification of the surrounding rock into five types of zones through quantitative analysis of the R(Ud) thresholds. Based on the criterion for dividing the EDZs of the surrounding rock mass of the underground cavern, the EDZs of the surrounding rocks of the underground cavern group of the Shuangjiangkou Hydropower Station are analyzed. The distribution characteristics of the EDZs of the rock surrounding underground caverns obtained by numerical simulation calculations based on R(Ud) are basically the same as those obtained by in situ elastic wave tests. However, the R(Ud)-based method for classifying the EDZs of the surrounding rock has the obvious advantage of being able to probe the boundaries of the undamaged zone (UDZ) of the surrounding rock more explicitly, while the method based on wave velocity testing is not sufficiently explicit. The damage zoning of the surrounding rock based on R(Ud) can provide support design advice for the excavation of the surrounding rock, such as the support method, the length of the free section and anchor section of the prestressing anchor, etc.