- On the dynamic stability of tunnel roof in nonuniform rock/soils characterized by nonlinear Mohr envelope. In: Tunnelling and Underground Space Technology, v. 145 (March 2024). (2024):
- Closed-form solutions for collapse mechanisms of tunnel crown in saturated non-uniform rock surrounds. In: Tunnelling and Underground Space Technology, v. 126 (August 2022). (2022):
- Kinematic Stability of a Two-Stage Slope in Layered Soils. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017). (2017):
- Seismic Ultimate Bearing Capacity of a Hoek-Brown Rock Slope Using Discretization-Based Kinematic Analysis and Pseudodynamic Methods. In: International Journal of Geomechanics, v. 18, n. 6 (June 2018). (2018):
- New Perspective on Seismic Slope Stability Analysis. In: International Journal of Geomechanics, v. 18, n. 7 (July 2018). (2018):
- Stability Analyses of Initial Collapse and Earthquake-Induced Secondary Failure Using Discretization-Based Kinematic Analysis. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018). (2018):
- Impact of Earthquake Characteristics on Seismic Slope Stability Using Modified Pseudodynamic Method. In: International Journal of Geomechanics, v. 19, n. 9 (September 2019). (2019):
- Revisiting Seismic Active/Passive Earth Pressure in Nonuniform Cohesive–Frictional Backfill. In: International Journal of Geomechanics, v. 20, n. 6 (June 2020). (2020):
- Discretization-Based Kinematic Analysis Method to Seismic Stability of Geosynthetic-Reinforced Slopes Involving Differing Earthquake Approaches. In: International Journal of Geomechanics, v. 20, n. 7 (July 2020). (2020):
- Prediction of limit support pressure for face stability of deep tunnels buried beneath sea/water. In: European Journal of Environmental and Civil Engineering, v. 26, n. 11 (April 2021). (2021):
- Seismic bearing capacity of non-uniform soil slopes using discretization-based kinematic analysis considering Rayleigh waves. In: Soil Dynamics and Earthquake Engineering, v. 109 (June 2018). (2018):
- Revisiting crown stability of tunnels deeply buried in non-uniform rock surrounds. In: Tunnelling and Underground Space Technology, v. 73 (March 2018). (2018):