| Prediction of undrained behavior of isotropically and anisotropically consolidated Firoozkuh sand: instability and flow liquefaction A Lashkari, A Karimi, K Fakharian, F Kaviani-Hamedani International Journal of Geomechanics 17 (10), 04017083, 2017 | 56 | 2017 |
| Cyclic response of sandy subsoil layer under traffic-induced principal stress rotations: Application of bidirectional simple shear apparatus F Shabani, F Kaviani-Hamedani Soil Dynamics and Earthquake Engineering 164, 107573, 2023 | 17 | 2023 |
| Bidirectional shear wave velocity measurements to track fabric anisotropy evolution of a crushed silica sand during shearing F Kaviani-Hamedani, K Fakharian, A Lashkari Journal of Geotechnical and Geoenvironmental Engineering 147 (10), 04021104, 2021 | 15 | 2021 |
| Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand K Fakharian, F Kaviani-Hamedani, SMR Imam Canadian Geotechnical Journal 59 (6), 847-862, 2022 | 13 | 2022 |
| Influence of initial anisotropy, stress path and principal stress rotation on monotonic behavior of clean and mixed sands K Fakharian, FK Hamedani Key Engineering Materials 857, 417-430, 2020 | 6 | 2020 |
| Investigation of fabric evolution using bidirectional shear wave velocity measurements K Fakharian, FK Hamedani, I Parandian, MJ Aghdam E3S Web of Conferences 92, 03008, 2019 | 6 | 2019 |
| Quantifying three-dimensional sphericity indices of irregular fine particles from 2D images through sequential sieving tests F Kaviani-Hamedani, M Esmailzade, K Adineh, M Shafiei, D Shirkavand Granular Matter 26 (1), 13, 2024 | 5 | 2024 |
| Continuous bidirectional shear moduli monitoring and micro X-ray CT to evaluate fabric evolution under different stress paths K Fakharian, F Kaviani-Hamedani, A Sooraki, M Amindehghan, ... Granular Matter 25 (3), 52, 2023 | 3 | 2023 |
| A new fabric evolution monitoring method using continuous bidirectional shear wave velocity measurements in sand M Fakharian, K., Kaviani-Hamedani, F., Sooraki, A., Amindehghab Proceedings of the 20th International Conference on Soil Mechanics and …, 2022 | 3* | 2022 |
| Correction to: Continuous bidirectional shear moduli monitoring and micro X-ray CT to evaluate fabric evolution under different stress paths: Kazem Fakharian K Fakharian, F Kaviani-Hamedani, A Sooraki, M Amindehghan, ... Granular Matter 25 (4), 69, 2023 | | 2023 |
| Undrained Behavior of Standard Firouzkuh Sand under Isotropically and Anisotropically Consolidated Triaxial Specimens F Karimi, A., Lashkari, A., Fakharian, K., Kaviani-Hamedani 2nd International Conference on New Research Achievements in Civil …, 2016 | | 2016 |
| Modeling of Compression and Extension Shearing for Undrained Firoozkuh Sand Specimens Using a Critical State Constitutive Model K Mahmoud, Ashegh, Imam, SMR., Kaviani-Hamedani, F., Fakharian 8th National Congress On Civil Engineering, in Persian, 2014 | | 2014 |
| The Effect of Fabric Changes due to Specimen Preparation Method on Monotonic Behavior of Firouzkuh Sand K Kaviani-Hamedani, F., Mahmoud, Ashegh, Eghbali, A., Fakharian 1st Iranian Conference of Geotechnical Engineering, 2013, in Persian, 2013 | | 2013 |
| The Effect of Portland Cement content on Critical State Line and Phase Transformation Lines for Firouzkuh Sand K Kaviani-Hamedani, F., Mahmoud, Ashegh, Eghbali, A., Fakharian 1st Iranian Conference of Geotechnical Engineering, in Persian, 2013 | | 2013 |
| Modeling of Compressional Loading under Isotropically and Anisotropically Consolidated Samples Utilizing a Critical State Constitutive Model K Mahmoud, Ashegh, Imam, SMR., Kaviani-Hamedani, F., Fakharian International Conference on Civil Engineering, Architecture, and Urban …, 2013 | | 2013 |
| Permanent Deformation and Particle Crushability of Calcareous Sands Under Cyclic Traffic-Induced Loadings Through Simple Shear Apparatus M Hejazi, K Fakharian, F Kaviani-Hamedani Available at SSRN 4790602, 0 | | |
Kazem FakharianAssociate Professor of Civil Engineering, Amirkabir University of TechnologyVerified email at aut.ac.ir
