Implications for rock instability precursors and principal stress direction from rock acoustic experiments

TLDR

The characteristics of rock instability precursors and principal stress direction are crucial for preventing geological disasters. The study investigates the qualitative relationship between rock instability precursors and principal stress direction. This relationship was examined by measuring wave velocity in rock acoustic emission experiments. Wave‑velocity anisotropy, varying with stress level, azimuth, and propagation path, together with AE event‑rate changes, allows identification of principal stress direction and rock instability precursors, offering a new monitoring method.

Abstract

The characteristics of rock instability precursors and the principal stress direction are very crucial for the prevention of geological disasters. This study investigated the qualitative relationship between rock instability precursors and principal stress direction through wave velocity in rock acoustic emission (AE) experiments. Results show that the wave velocity variation exhibits obvious anisotropic characteristics in 0%–20% and 60%–90% of peak strength due to the differences of stress-induced microcrack types. The amplitude of wave velocity variation is related to the azimuth and position of wave propagation path, which indicates that the principal stress direction can be identified by the anisotropic characteristics of wave velocity variations. Furthermore, the experiments also demonstrate that the AE event rate and wave velocity show quiet and stable variations in the elastic stage of rock samples, while they present a trend of active and unstable variations in the plastic stage. It implies that both the AE event rate and wave velocity are effective monitoring parameters for rock instability. The anisotropic characteristics of the wave velocity variation and AE event rate are beneficial complements for identifying the rock instability precursors and determining the principal stress direction, which provides a new analysis method for stability monitoring in practical rock engineering.