Mehdi Veiskarami 
- : A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands: Verification with 100 Case Studies. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.
- (2023): Coherence Optimization in Polarimetric Subspace of Sentinel-1 for Subsidence Monitoring. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 48, n. 1 (December 2023).
- (2023): A Time Domain Nonlinear Fluid–Structure–Soil Interaction Analysis of Rectangular Water Storage Tanks Using Coupled Eulerian–Lagrangian (CEL) Formulation and Direct Method. In: Journal of Earthquake Engineering, v. 28, n. 6 (September 2023).
- (2022): Effects of Cyclic and Post-cyclic Loading on Lateral Response of Flexible Piles Embedded in Dry Sand. In: International Journal of Civil Engineering, v. 21, n. 4 (22 December 2022).
- (2023): A Study on the Initiation of Discontinuities in Hypoplastic Granular Materials for Some Simple Motion Fields in Classical Continua. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 1 (January 2023).
- (2023): A Study on the Seismic Passive Earth Pressure on Rigid Retaining Walls Considering Seismic Acceleration Field. In: Journal of Earthquake Engineering, v. 27, n. 8 (January 2023).
- (2014): Effect of the Flow Rule on the Bearing Capacity of Strip Foundations on Sand by the Upper-Bound Limit Analysis and Slip Lines. In: International Journal of Geomechanics, v. 14, n. 3 (June 2014).
- (2017): Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming. In: International Journal of Geomechanics, v. 17, n. 12 (December 2017).
- (2020): Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method. In: International Journal of Geomechanics, v. 20, n. 11 (November 2020).
- (2021): Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming. In: International Journal of Geomechanics, v. 21, n. 2 (February 2021).
- (2021): Localization of Deformation in Anisotropic Granular Materials Utilizing the Microstructure Tensor. In: International Journal of Geomechanics, v. 21, n. 7 (July 2021).
- (2021): An Investigation on the Settlement of Shallow Foundations Resting on Cross-Anisotropic Soil Deposits. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 45, n. 3 (June 2021).
- (2020): Induced Vibration of a Surface Foundation atop a Fluid-Conveying Embedded Pipe. In: Journal of Engineering Mechanics (ASCE), v. 146, n. 10 (October 2020).
- (2020): Bearing Capacity Failure of Supported Cuts in the Presence of Seepage Flow by Coupled Finite Elements and Stress Characteristics Method. In: International Journal of Civil Engineering, v. 18, n. 7 (January 2020).
- (2019): Study on the Shear Band Thickness in Classical Continua by a Decomposed Deformation Field for Granular Materials. In: Journal of Engineering Mechanics (ASCE), v. 145, n. 11 (November 2019).
- (2017): Bifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules. In: Journal of Engineering Mechanics (ASCE), v. 143, n. 10 (October 2017).
- (2015): Dynamic earth pressure on rigid retaining walls induced by a neighboring machine foundation, by the meshless local Petrov-Galerkin method. In: Earthquake Engineering and Engineering Vibration, v. 14, n. 4 (December 2015).
- (2018): Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields. In: International Journal of Civil Engineering, v. 17, n. 12 (December 2018).
- (2013): Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis. In: Frontiers of Structural and Civil Engineering, v. 7, n. 4 (December 2013).
- (2017): A Note on the Effect of Intermediate Principal Stress on the Onset of Strain Localization in Granular Soils. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 41, n. 4 ( 2017).
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