- Numerical Simulation of Earthen Embankment Resting on Liquefiable Soil and Remediation Using Stone Columns. In: International Journal of Geomechanics, v. 22, n. 11 (November 2022). (2022):
- Nail Forces and Locus of Maximum Tension of Nailed Cut Subjected to Seismic Excitations: A Calculus Approach with Log-Spiral Failure Surface. In: International Journal of Geomechanics, v. 21, n. 11 (November 2021). (2021):
- 3D Finite-Element Dynamic Analysis of Rigid Pavement Using Infinite Elements. In: International Journal of Geomechanics, v. 13, n. 5 (October 2013). (2013):
- Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures. In: International Journal of Geomechanics, v. 16, n. 1 (February 2016). (2016):
- Effect of Pile Group Configurations on Nonlinear Dynamic Response. In: International Journal of Geomechanics, v. 16, n. 1 (February 2016). (2016):
- Numerical and Experimental Investigations of Granular Anchor Piles in Loose Sandy Soil Subjected to Uplift Loading. In: International Journal of Geomechanics, v. 17, n. 2 (February 2017). (2017):
- Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction. In: International Journal of Geomechanics, v. 20, n. 9 (September 2020). (2020):
- Experimental Study of Laterally Loaded Pile Group in Square Arrangement near Sloping Ground. In: International Journal of Geomechanics, v. 21, n. 2 (February 2021). (2021):
- Numerical simulation of liquefaction phenomenon considering infinite boundary. In: Soil Dynamics and Earthquake Engineering, v. 142 (March 2021). (2021):
- Nonlinear dynamic analysis of laterally loaded pile. In: Structural Engineering and Mechanics, v. 49, n. 4 (February 2014). (2014):
- Non linear soil structure interaction of space frame-pile foundation-soil system. In: Structural Engineering and Mechanics, v. 49, n. 1 (January 2014). (2014):
- Dynamic response of pile groups in series and parallel configuration. In: Structural Engineering and Mechanics, v. 41, n. 3 (February 2012). (2012):
- Parametric study of pile groups subjected to lateral load. In: Structural Engineering and Mechanics, v. 36, n. 2 (September 2010). (2010):
- Seismic stability analysis of nailed vertical cut using modified pseudo-dynamic method. In: Soil Dynamics and Earthquake Engineering, v. 137 (October 2020). (2020):
- Nonlinear FEA of Pile Group Subjected to Lateral Load. In: Open Journal of Civil Engineering, v. 6, n. 1 ( 2016). (2016):