| Seismic amplification factor and dynamic response of soil-nailed walls M Maleki, A Khezri, M Nosrati, SM Mir Mohammad Hosseini Modeling Earth Systems and Environment 9 (1), 1181-1198, 2023 | 54 | 2023 |
| Assessment of the Pseudo-static seismic behavior in the soil nail walls using numerical analysis M Maleki, SM Mir Mohammad Hosseini Innovative Infrastructure Solutions 7 (4), 262, 2022 | 47 | 2022 |
| Seismic performance of deep excavation restrained by guardian truss structures system using quasi-static approach M Maleki, A Nabizadeh SN Applied Sciences 3, 1-17, 2021 | 43 | 2021 |
| Active lateral pressure to rigid retaining walls in the presence of an adjacent rock mass M Maleki, M Imani Arabian Journal of Geosciences 15 (2), 152, 2022 | 35 | 2022 |
| Effect of grid-form deep soil mixing on the liquefaction-induced foundation settlement, using numerical approach F Rahmani, SM Hosseini, A Khezri, M Maleki Arabian Journal of Geosciences 15 (12), 1112, 2022 | 27 | 2022 |
| Seismic performance of deep excavations restrained by anchorage system using quasi static approach M Maleki, SM Mir Mohammad Hosseini Journal of Seismology and Earthquake Engineering 21 (2), 11-21, 2019 | 25 | 2019 |
| An experimental study on the rocking behavior of circular and square footings under slow-cyclic loading A Khezri, SM Mir Mohammad Hosseini, M Moradi, M Maleki, F Rahmani Innovative Infrastructure Solutions 7 (3), 228, 2022 | 4 | 2022 |
| Evaluation of factors affecting deformation and stability of anchored deep excavations,(case study; a deep trench in Tehran) M Maleki, S Shamloo, M Majdeddin | 2 | 2020 |
| Seismic behavior of soil nailing walls using pseudo-static analysis | | |
| SEISMIC PERFORMANCE OF DEEP EXCAVATIONS RESTRAINED BY ANCHORAGE SYSTEM USING QUASI STATIC APPROACH SMMIRMH Mahdi Maleki | | |
S. Majdeddin Mir Mohammad HosseiniProfessor of Civil Engineering (Geomechanic), Amirkabir University of Technology在 aut.ac.ir 的电子邮件经过验证
