Mohammad Hossein Khosravi 
- (2023): An analytical investigation of soil arching induced by tunneling in sandy ground. Dans: Tunnelling and Underground Space Technology, v. 140 (octobre 2023).
- (2023): Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode. Dans: International Journal of Geomechanics, v. 23, n. 6 (juin 2023).
- (2022): Active Earth Pressure Distribution inside Narrow Backfill Considering Soil-Arching Effect. Dans: International Journal of Geomechanics, v. 22, n. 7 (juillet 2022).
- (2022): Semi-Analytical Approach for Estimating the Viscoelastic Settlement of a Footing Resting on a Slope. Dans: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 46, n. 6 (août 2022).
- (2021): Semianalytical Solution for Evaluating Bearing Capacity of a Footing Adjacent to a Slope. Dans: International Journal of Geomechanics, v. 21, n. 2 (février 2021).
- (2016): Theoretical analysis of earth pressure against rigid retaining walls under translation mode. Dans: Soils and Foundations, v. 56, n. 4 (août 2016).
- (2011): Arch Action Over an Excavated Pit on a Stable Scarp Investigated by Physical Model Tests. Dans: Soils and Foundations, v. 51, n. 4 (août 2011).
- (2019): A new classification of failure mechanisms at tunnels in stratified rock masses through physical and numerical modeling. Dans: Tunnelling and Underground Space Technology, v. 91 (septembre 2019).
- (2019): Physical modeling of tunnel induced displacement in sandy grounds. Dans: Tunnelling and Underground Space Technology, v. 90 (août 2019).
- (2017): Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis. Dans: KSCE Journal of Civil Engineering, v. 22, n. 5 (août 2017).
Structurae coopère avec
