Combination of water head control and axis translation techniques in new unsaturated cyclic simple shear tests A Ahmadinezhad, F Jafarzadeh, H Sadeghi Soil Dynamics and Earthquake Engineering 126, 105818, 2019 | 18 | 2019 |
Effects of initial suction and degree of saturation on dynamic properties of sand at large strain F Jafarzadeh, A Ahmadinezhad, H Sadeghi Journal of Scientia Iranica 28 (1), 156-174, 2021 | 13 | 2021 |
Coupled effects of suction and degree of saturation on large strain shear modulus of unsaturated sands F Jafarzadeh, A Ahmadinezhad, H Sadeghi 6th International Conference on Unsaturated Soils (UNSAT 2014), Sydney …, 2014 | 5* | 2014 |
Development of a dynamic hollow cylinder apparatus for investigating the cyclic response of unsaturated soils subjected to stress anisotropy A Ahmadinezhad, F Jafarzadeh, B Shahbodagh, S Hosseinpour, ... Transportation Geotechnics 40, 100968, 2023 | 4 | 2023 |
Very-small to large strain dynamic behaviour of unsaturated sand in a wide range of suction AA Karimezadeh, F Jafarzadeh, AK Leung, A Ahmadinezhad 4th European Conference on Unsaturated Soils (E-UNSAT 2020), Lisbon, Portugal, 2020 | 3 | 2020 |
Evaluation of the effects of principal stress direction on shear modulus of unsaturated sand using hollow cylinder apparatus F Jafarzadeh, F Ahmadi Givi, A Ahmadinezhad 7th lnternational Conference on Earthquake Geotechnical Engineering (VII …, 2019 | 2 | 2019 |
Addressing the inherent stress non-uniformity in dynamic hollow cylinder testing A Ahmadinezhad, B Shahbodagh, K Adineh, S Khorami, F Jafarzadeh Soil Dynamics and Earthquake Engineering 178, 108452, 2024 | | 2024 |
Anisotropic Dynamic Loading Effects on Unsaturated Sand Shear Modulus Prepared at Different Compaction Water Contents S Khorami, A Ahmadinezhad, F Jafarzadeh, A Khosravi, M Khosravi Geo-Congress 2024, 488-498, 0 | | |
Reasons Behind Discrepancies in the Measurement of Soil Dynamic Properties by Cyclic Simple Shear Apparatus A Ahmadinezhad, B Shahbodagh, F Jafarzadeh, H Sadeghi Available at SSRN 4705661, 0 | | |