- A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone. Dans: Computers and Geotechnics, v. 122 (juin 2020). (2020):
- A numerical approach for coupled analysis of the seismic response of a cable-moored submerged floating tunnel. Dans: Marine Structures, v. 83 (mai 2022). (2022):
- Elastic–Brittle–Plastic Analysis of Circular Deep Underwater Cavities in a Mohr-Coulomb Rock Mass Considering Seepage Forces. Dans: International Journal of Geomechanics, v. 15, n. 5 (octobre 2015). (2015):
- Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone. Dans: International Journal of Geomechanics, v. 20, n. 10 (octobre 2020). (2020):
- Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading. Dans: European Journal of Environmental and Civil Engineering, v. 25, n. 14 (août 2019). (2019):
- A simplified solution for stresses around lined pressure tunnels considering non-radial symmetrical seepage flow. Dans: KSCE Journal of Civil Engineering, v. 20, n. 7 (janvier 2016). (2016):
- Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone. Dans: Tunnelling and Underground Space Technology, v. 58 (septembre 2016). (2016):
- A theoretical solution for analysis of tunnels below groundwater considering the hydraulic–mechanical coupling. Dans: Tunnelling and Underground Space Technology, v. 24, n. 6 (novembre 2009). (2009):
- A new elasto-plastic solution for analysis of underwater tunnels considering strain-dependent permeability. Dans: Structure and Infrastructure Engineering, v. 10, n. 11 (octobre 2014). (2014):
- Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle. Dans: European Journal of Environmental and Civil Engineering, v. 18, n. 5 (mars 2014). (2014):