- Quantitative interrelations of conditioning and recycling indices of high-saturation clay soils for EPB shield tunnelling. In: Tunnelling and Underground Space Technology, v. 154 (December 2024). (2024):
- Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-Ď• Soils: A Numerical Study with Advanced Mesh Adaptive Strategies. In: Computers and Geotechnics, v. 161 (September 2023). (2023):
- Progressive failure mechanisms of geosynthetic-reinforced column-supported embankments over soft soil: Numerical analyses considering the cracks-induced softening. In: Engineering Structures, v. 302 (March 2024). (2024):
- Passive Earth Pressure in Narrow Cohesive-Frictional Backfills. In: International Journal of Geomechanics, v. 23, n. 1 (January 2023). (2023):
- New Analytical Solutions for Cohesive–Frictional Soils above Deep Active Trapdoors. In: International Journal of Geomechanics, v. 22, n. 12 (December 2022). (2022):
- Undrained stability of pit-in-pit braced excavations under hydraulic uplift. In: Underground Space, v. 7, n. 6 (December 2022). (2022):
- A new installation technology of large diameter deeply-buried caissons: Practical application and observed performance. In: Tunnelling and Underground Space Technology, v. 125 (July 2022). (2022):
- Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids. In: International Journal of Geomechanics, v. 18, n. 8 (August 2018). (2018):
- Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer. In: KSCE Journal of Civil Engineering, v. 24, n. 6 (April 2020). (2020):