Study on the Effect of Filling on the Properties and Fracture Behavior of Gabbro with En-echelon Joints

En-echelon joints are common in rocky slopes and faults, and their instability seriously threatens the safety of geotechnical engineering. Filling and reinforcing en-echelon joints in slopes is highly important for maintaining the safety of engineering and human beings. In view of this, this study aims to investigate the fracture behavior of en-echelon joints after filling and reinforcing to provide a reference for the filling and reinforcing work of slopes In this study, en-echelon gabbro samples with different crack angles were filled with cement slurry, a compression test was subsequently conducted, and the loading process was monitored via acoustic emission technology. The results showed that the compressive strength of the specimens after cementing the joints is increased by more than 30