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- In Situ State of Tailing Silts Using a Numerical Model of Piezocone Penetration Test Developed by Norsand Model. Dans: International Journal of Geomechanics, v. 22, n. 1 (janvier 2022). (2022):
- New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study. Dans: International Journal of Geomechanics, v. 16, n. 4 (août 2016). (2016):
- Undrained Shear Strength and In Situ Horizontal Effective Stress from Piezocone Penetration Test Measurements in Clayey Soils: New Approach. Dans: International Journal of Geomechanics, v. 18, n. 9 (septembre 2018). (2018):
- CPT Cone Factor: Numerical-Analytical Approach. Dans: International Journal of Geomechanics, v. 19, n. 12 (décembre 2019). (2019):
- Excess Pore Water Pressure along the Friction Sleeve of a Piezocone Penetrating in Clay: Numerical Study. Dans: International Journal of Geomechanics, v. 20, n. 7 (juillet 2020). (2020):
- Finite-element modelling of laterally loaded piles in clay. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 162, n. 3 (juin 2009). (2009):
- Numerical modeling of ground settlement control of large span underground metro station in Tehran Metro using Central Beam Column (CBC) structure. Dans: Tunnelling and Underground Space Technology, v. 28 (mars 2012). (2012):