Kazem Fakharian 
- (2024): Numerical Investigation of the Load Movement and Ultimate Load of Energy Piles Embedded in Sand. In: International Journal of Geomechanics, v. 24, n. 3 (March 2024).
- (2022): Effect of OCR and Pile Diameter on Load Movement Response of Piles Embedded in Clay over Time. In: International Journal of Geomechanics, v. 22, n. 7 (July 2022).
- (2014): Effect of Surcharge Pressure on Pile Static Axial Load Test Results. In: International Journal of Geomechanics, v. 14, n. 6 (December 2014).
- (2017): Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction. In: International Journal of Geomechanics, v. 17, n. 10 (October 2017).
- (2015): Investigation of field instrumentation in a preloading project. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (February 2015).
- (2021): Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures. In: Soil Dynamics and Earthquake Engineering, v. 141 (February 2021).
- (1998): Cyclic Rotational Simple-Shear Behaviour of Sand-Steel Interfaces. In: Soils and Foundations, v. 38, n. 2 (June 1998).
- (2014): Comparison of end-of-drive and restrike signal matching analysis for a real case using continuum numerical modelling. In: Soils and Foundations, v. 54, n. 2 (April 2014).
- (2021): Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus. In: Soil Dynamics and Earthquake Engineering, v. 140 (January 2021).
- (2020): Effect of Stress Rotation and Intermediate Stress Ratio on Monotonic Behavior of Granulated Rubber–Sand Mixtures. In: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 4 (April 2020).
- (2018): Reliability-Based Calibration of Resistance Factors in LRFD Method for Driven Pile Foundations on Inshore Regions of Iran. In: International Journal of Civil Engineering, v. 17, n. 12 (December 2018).
- (2018): Numerical Simulation of Soil Stress State Variations due to Mini-Pile Penetration in Clay. In: International Journal of Civil Engineering, v. 16, n. 4 (January 2018).
- (2016): Effect of Particle Shape on Dilative Behavior and Stress Path Characteristics of Chamkhaleh Sand in Undrained Triaxial Tests. In: International Journal of Civil Engineering, v. 14, n. 4 (May 2016).
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