Hossein Salehzadeh 
- (2022): Investigation of Failure Behaviour of Soil Nailed Excavations under Surcharge by Centrifuge Model Test. Dans: KSCE Journal of Civil Engineering, v. 27, n. 1 (novembre 2022).
- (2020): The effect of strain rate on the Zanjan zinc tailing behavior in monotonic triaxial testing. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 1 (novembre 2020).
- (2022): Failure Mechanism of Helical Anchors in Sand by Centrifuge Modeling and PIV. Dans: International Journal of Geomechanics, v. 22, n. 8 (août 2022).
- (2021): Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- (2021): Effect of EPS Beads on the Behavior of Sand–EPS and Slope Stability Using Triaxial and Centrifuge Tests. Dans: International Journal of Civil Engineering, v. 19, n. 11 (juin 2021).
- (2020): Prediction of the Void Ratio Parameter in Mineral Tailings Using Gene Expression Programming. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- (2013): The effect of shape and stiffness of originally different marine soil grains on their contractive and dilative behavior. Dans: KSCE Journal of Civil Engineering, v. 18, n. 4 (novembre 2013).
- (2014): Effect of gradation curve and dry density on collapse deformation behavior of a rockfill material. Dans: KSCE Journal of Civil Engineering, v. 19, n. 3 (octobre 2014).
- (2014): Effect of stress conditions on collapse deformation behavior of a rockfill material. Dans: KSCE Journal of Civil Engineering, v. 19, n. 6 (décembre 2014).
Structurae coopère avec
