| Global and local sand–geosynthetic interface behaviour A Lashkari, V Jamali Géotechnique 71 (4), 346-367, 2021 | 72 | 2021 |
| Thickness of Sand–Rough Steel Interfaces Using Particle Image Velocimetry V Jamali, A Lashkari, B Farhadi Conference: 5th International Conference on Geotechnical Engineering and …, 2016 | | 2016 |
| EFFECT OF PARTICLES SIZE ON THE BEHAVIOUR OF SAND-ROUGH STEEL INTERFACES V JAMALI, ALI LASHKARI | | 2016 |
| Modeling geotechnical structures considering effects of anisotropy using a critical state model V Jamali, R Imam Tenth International Congress on Civil Engineering, 2015 | | 2015 |
| Estimation of sand-steel interface thickness using CSSM V Jamali, A Afzali-Nejad, B Farhadi, A Lashkari Second National Soil Mechanics and Foundation Engineering Conference, 2015 | | 2015 |
| A critical state model for the behavior of saturated loose sand under cyclic loading and its comparison with other elasto-plastic models Y Javanmardi, V Jamali, R Imam Seventh National Congress on Civil Engineering, 2013 | | 2013 |
| Modeling the anisotropic behavior of sands using a critical state constitutive model V Jamali, Y Javanmardi, R Imam Seventh National Congress on Civil Engineering, 2013 | | 2013 |
Ali LashkariProfessor of Geotechnical Engineering, Shiraz University of TechnologyVerified email at sutech.ac.ir
