| Numerical investigation on the bearing capacity of two interfering strip footings resting on a rock mass AH Javid, A Fahimifar, M Imani Computers and Geotechnics 69, 514-528, 2015 | 41 | 2015 |
| Ultimate bearing capacity of rock mass foundations subjected to seepage forces using modified Hoek–Brown criterion H AlKhafaji, M Imani, A Fahimifar Rock Mechanics and Rock Engineering 53, 251-268, 2020 | 39 | 2020 |
| Upper bound solution for the bearing capacity of submerged jointed rock foundations M Imani, A Fahimifar, M Sharifzadeh Rock mechanics and rock engineering 45, 639-646, 2012 | 37 | 2012 |
| Ultimate bearing capacity of rock masses under square and rectangular footings M Mansouri, M Imani, A Fahimifar Computers and Geotechnics 111, 1-9, 2019 | 36 | 2019 |
| 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 |
| Upper bound solution for the bearing capacity of two adjacent footings on rock masses S Shamloo, M Imani Computers and Geotechnics 129, 103855, 2021 | 22 | 2021 |
| Upper bound solution for the bearing capacity of rock masses considering the embedment depth S Shamloo, M Imani Ocean Engineering 218, 108169, 2020 | 14 | 2020 |
| Bearing failure modes of rock foundations with consideration of joint spacing M Imani, A Fahimifar, M Sharifzadeh Scientia Iranica 19 (6), 1411-1421, 2012 | 13 | 2012 |
| Effects of embedment depth of foundations on ultimate bearing capacity of rock masses M Imani, R Aali Geotechnical and Geological Engineering 38, 6511-6528, 2020 | 8 | 2020 |
| Numerical studies on the bearing capacity of two interfering strip footings based on Hoek–brown materials AH Javid, A Fahimifar, M Imani ISRM Congress, ISRM-13CONGRESS-2015-074, 2015 | 8 | 2015 |
| Active lateral pressure to rigid retaining walls in the presence of an adjacent rock mass. Arab J Geosci 15 (2): 152 M Maleki, M Imani | 5 | 2022 |
| Active lateral pressure to rigid retaining walls in the presence of an adjacent rock mass. Arab J Geosci 15: 152 M Maleki, M Imani | 5 | 2022 |
| Seismic stability analysis of soil nail walls using the upper bound method M Imani, O Babaei Pouya Transportation Infrastructure Geotechnology, 1-24, 2021 | 5 | 2021 |
| Three-Dimensional Bearing Capacity Analysis of Rock Foundations Subjected to the Loads of Gravity Dams, Case Study: Shafaroud Dam H AlKhafaji, M Imani, A Fahimifar AUT Journal of Civil Engineering 5 (2), 257-268, 2021 | 4 | 2021 |
| Numerical simulation of driven piles under static axial compressive load testing using finite element model H AlKhafaji, M Imani Geotechnical Engineering and Sustainable Construction: Sustainable …, 2022 | 3 | 2022 |
| Determining the stress-settlement distribution of a gravity dam foundation considering different water levels using finite element method H Alkhafaji, M Imani, A Fahimifar Modern Applications of Geotechnical Engineering and Construction …, 2021 | 3 | 2021 |
| Effects of Joint Spacing on Static Bearing Capacity of Rock Foundations in the case of Punching Failure M Imani, A Fahimifar, M Sharifzadeh Amirkabir Journal of Civil Engineering 46 (2), 91-100, 2015 | 3 | 2015 |
| A characteristic criterion to distinguish continuity of rock masses applicable to foundations M Imani, A Fahimifar, P Haghparast, M Sharifzadeh ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-11-508, 2011 | 3 | 2011 |
| Subgrade reaction modulus of rock masses under the load of single and multiple footings S Shamloo, M Imani Geomechanics and Geoengineering 17 (3), 778-796, 2022 | 2 | 2022 |
| Three-Dimensional Face Stability Analysis of Deep and Shallow Tunnels in Rock Masses A Seghateh Mojtahedi, M Imani, A Fahimifar International Journal of Geomechanics 21 (10), 04021193, 2021 | 2 | 2021 |
