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Shiraz University of Technology

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• Finite element soil and solids constitutive modeling including Mohr-Coulomb, Tresca, Drucker–Prager, and Von Mises.
• Bearing capacity and settlement analysis of shallow and deep foundation by using random finite element method.
• Random finite element slope stability analysis.
• Random finite element modelling of excavation and soil nailing.
• System reliability analysis of geotechnical engineering problems
• Critical State theory based constitutive modelling of soil in triaxial space including Cam-Clay, Modified Cam-Clay, S-CLAY1, S-CLAY1S, SANICLA

Iran, Islamic Republic of
Joined 8.6.2019

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