- Tailings Dam Geotechnical Stability Improvement due to Flocculants Treated Fine Tailings Dewatering. Dans: Geotechnical and Geological Engineering, v. 41, n. 2 (20 septembre 2022). (2022):
- Theoretical solution and failure analysis of water pressure on lining of deep-buried non-circular hydraulic tunnel based on the equivalent hydraulic radius method. Dans: Engineering Failure Analysis, v. 148 (juin 2023). (2023):
- Tunnel lining crack detection model based on improved YOLOv5. Dans: Tunnelling and Underground Space Technology, v. 147 (mai 2024). (2024):
- Seismic response analysis of the underground cavern group at the Yingliangbao hydropower station to the 2022 Ms 6.8 Luding earthquake. Dans: Soil Dynamics and Earthquake Engineering, v. 176 (janvier 2024). (2024):
- Rock fracturing observation based on microseismic monitoring and borehole imaging: In situ investigation in a large underground cavern under high geostress. Dans: Tunnelling and Underground Space Technology, v. 126 (août 2022). (2022):
- Use of an improved ANN model to predict collapse depth of thin and extremely thin layered rock strata during tunnelling. Dans: Tunnelling and Underground Space Technology, v. 51 (janvier 2016). (2016):
- Sectional velocity model for microseismic source location in tunnels. Dans: Tunnelling and Underground Space Technology, v. 45 (janvier 2015). (2015):
- Tunnel reinforcement in columnar jointed basalts: The role of rock mass anisotropy. Dans: Tunnelling and Underground Space Technology, v. 46 (février 2015). (2015):
- Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation. Dans: Tunnelling and Underground Space Technology, v. 47 (mars 2015). (2015):