Experimental study on the bearing mechanical characteristics and deformation failure mechanism of damaged sandy mudstone.

Studying the mechanical properties and failure mechanisms of damaged rocks holds practical significance in guiding tunnel or roadway support and assessing the stability of engineering rock masses. To uncover the failure mechanisms of sandy mudstone with varying degrees of damage, we conducted cyclic loading‐unloading tests to create specimens at different damage levels. Subsequently, uniaxial loading tests were performed to investigate the fundamental mechanical properties, wave velocity, and acoustic emission (AE) parameter evolution characteristics of the damaged specimens. The classification of damaged rocks was based on the energy evolution characteristics of damaged sandy mudstone. Finally, we discuss the damage and deterioration mechanisms of different types of sandy mudstone. The findings contribute to establishing a theoretical foundation for evaluating the degree of rock damage. Highlights: The damage degree of rocks was calculated according to the dissipated energy.The response characteristics of AE parameters of damage samples were revealed.The classification of damaged samples is based on the mechanical parameters. [ABSTRACT FROM AUTHOR]