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Farzad Kaviani-Hamedani
Farzad Kaviani-Hamedani
Research in geotechnical engineering, University of New South Wales
Verified email at unsw.edu.au
Title
Cited by
Cited by
Year
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
622017
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
232023
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
182021
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
162022
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
112024
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
82020
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
82019
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
52023
Exploring the Effects of Initial Fabric Anisotropy due to Preshearing Stress History in Different Directions on the Undrained Behavior of Loose Sands
F Kaviani-Hamedani, K Fakharian, D Shirkavand, A Khoshghalb, ...
International Journal of Geomechanics 24 (9), 04024201, 2024
12024
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
2022
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
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Articles 1–16