- Exploring the Effects of Initial Fabric Anisotropy due to Preshearing Stress History in Different Directions on the Undrained Behavior of Loose Sands. In: International Journal of Geomechanics, v. 24, n. 9 (September 2024). (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 (März 2024). (2024):
- 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 (Juli 2022). (2022):
- Effect of Surcharge Pressure on Pile Static Axial Load Test Results. In: International Journal of Geomechanics, v. 14, n. 6 (Dezember 2014). (2014):
- Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction. In: International Journal of Geomechanics, v. 17, n. 10 (Oktober 2017). (2017):
- Investigation of field instrumentation in a preloading project. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (Februar 2015). (2015):
- Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures. In: Soil Dynamics and Earthquake Engineering, v. 141 (Februar 2021). (2021):
- Cyclic Rotational Simple-Shear Behaviour of Sand-Steel Interfaces. In: Soils and Foundations, v. 38, n. 2 (Juni 1998). (1998):
- 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). (2014):
- Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus. In: Soil Dynamics and Earthquake Engineering, v. 140 (Januar 2021). (2021):
- 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). (2020):
- 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 (Dezember 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 (Januar 2018). (2018):
- 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 (Mai 2016). (2016):