Microseismic Monitoring of the Fracture Nucleation Mechanism and Early Warning for Cavern Rock Masses

Abstract

The rock mass is susceptible to instability and damage during cavern construction. The blast-induced cracking process of the rock mass contains a wealth of information about the precursors of instability, and the identification of fracture nucleation signals is a prerequisite for effective hazard warning. A laboratory mechanical test and microseismic (MS) monitoring were carried out in the Baihetan Cavern to investigate the fracture nucleation process in the rock mass. MS monitoring shows that pre-existing microcracks were closed or new cracks were generated under the action of high stress, which caused the migration of microcracks. As the crack density increases, the fracture interaction gradually increases. The study of the rock fracture nucleation mechanism helps to reveal the MS sequences during the rock fracture process, and the fore-main shock was found in the MS sequence during access tunnel excavation. This study can effectively provide guidance for the early warning of rock mass failure and the stability analysis of underground caverns under blasting excavation disturbance.

Effect of true triaxial principal stress unloading rate on strain energy density of sandstone

“…Research on the deformation and failure process of rocks has been conducted for many years 31 – 35 . The initial stress state of the surrounding rock during unloading caused by excavation significantly affects its deformation and failure.…”