- Upper-Bound Finite-Element Analysis of Characteristics of Critical Settlement Induced by Tunneling in Undrained Clay. In: International Journal of Geomechanics, v. 18, n. 9 (September 2018). (2018):
- Undrained Bearing Capacity of Two Strip Footings on a Spatially Variable Soil with Linearly Increasing Mean Strength. In: International Journal of Geomechanics, v. 21, n. 2 (Februar 2021). (2021):
- Undrained Bearing Capacity of Strip Footing near Slopes Considering the Orientation of Strength Increase. In: International Journal of Geomechanics, v. 21, n. 7 (Juli 2021). (2021):
- Vertical impedance of a pile in layered saturated viscoelastic half-space considering radial inhomogeneity. In: Soil Dynamics and Earthquake Engineering, v. 112 (September 2018). (2018):
- Undrained deformation behavior of saturated soft clay under long-term cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 50 (Juli 2013). (2013):
- A united deformation-strength framework for Lightweight Sand–EPS Beads Soil (LSES) under cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 8 (August 2011). (2011):
- Undrained cyclic triaxial behavior of saturated clays under variable confining pressure. In: Soil Dynamics and Earthquake Engineering, v. 40 (September 2012). (2012):