| Generalized cyclic p–y curve modeling for analysis of laterally loaded piles M Heidari, H El Naggar, M Jahanandish, A Ghahramani Soil Dynamics and Earthquake Engineering 63, 138-149, 2014 | 81 | 2014 |
| Seismic bearing capacity of foundations on reinforced soil slopes M Jahanandish, A Keshavarz Geotextiles and Geomembranes 23 (1), 1-25, 2005 | 67 | 2005 |
| Nonlinear cyclic behavior of laterally loaded pile in cohesive soil M Heidari, M Jahanandish, H El Naggar, A Ghahramani Canadian Geotechnical Journal 51 (2), 129-143, 2014 | 66 | 2014 |
| Comparison of some engineering properties of expanded polystyrene with those of soils (with discussion and closure) D Negussey, M Jahanandish Transportation Research Record, 1993 | 53 | 1993 |
| Seismic bearing capacity analysis of reinforced soils by the method of stress characteristics A Keshavarz, M Jahanandish, A Ghahramani IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 35 (2 …, 2011 | 34 | 2011 |
| Effect of stress level on the bearing capacity factor, N γ , by the ZEL method M Jahanandish, M Veiskarami, A Ghahramani KSCE Journal of Civil Engineering 14, 709-723, 2010 | 32 | 2010 |
| Seismic bearing capacity factors for strip footings AH Shafiee, M Jahanandish 5th national congress on civil engineering, Ferdowsi University of Mashhad …, 2010 | 25 | 2010 |
| Bearing capacity factor, N γ , for unsaturated soils by ZEL method M Jahanandish, G Habibagahi, M Veiskarami Acta Geotechnica 5, 177-188, 2010 | 23 | 2010 |
| Development of a zero extension line method for axially symmetric problems in soil mechanics M Jahanandish SCIENTIA IRANICA 10 (2), 203-210, 2003 | 22 | 2003 |
| Prediction of the bearing capacity and load–displacement behavior of shallow foundations by the stress-level-based ZEL method M Veiskarami, M Jahanandish, A Ghahramani Scientia Iranica 18 (1), 16-27, 2011 | 19 | 2011 |
| Stochastic optimization model for determining support system parameters of a subway station E Mohammadi, M Jahanandish, A Ghahramani, MR Nikoo, ... Expert Systems with Applications 203, 117509, 2022 | 17 | 2022 |
| Effect of Foundation Size and Roughness on the Bearing Capacity Factor, N γ , by Stress Level-Based ZEL Method M Jahanandish, M Veiskarami, A Ghahramani Arabian Journal for Science and Engineering 37, 1817-1831, 2012 | 17 | 2012 |
| Load-displacement characteristics of retaining walls M Jahanandish, L Behpoor, A Ghahramani Congrès international de mécanique des sols et des travaux de fondations. 12 …, 1989 | 17 | 1989 |
| Divergence Between Nonlinear and Equivalent-Linear 1D Site Response Analyses for Different V S Realizations of Typical Clay Sites A Eskandarinejad, M Jahanandish, H Zafarani Pure and Applied Geophysics 174, 3955-3978, 2017 | 12 | 2017 |
| Zero extension line net and its application in soil mechanics M Jahanandish M. Sc. Thesis, Shiraz University, Shiraz, Iran, 1988 | 12 | 1988 |
| Analysis of boundary value problems in soil plasticity assuming non-coaxiality M Jahanandish, HA ESLAMI IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 28 (5 …, 2004 | 11 | 2004 |
| Local site effect of a clay site in Shiraz based on seismic hazard of Shiraz Plain A Eskandarinejad, H Zafarani, M Jahanandish Natural Hazards 90, 1115-1135, 2018 | 10 | 2018 |
| Stress level based bearing capacity of foundations: Verification of results with 131 case studies M Veiskarami, M Jahanandish, A Ghahramani KSCE Journal of Civil Engineering 16, 723-732, 2012 | 10 | 2012 |
| Seismic passive earth thrust on retaining walls with cohesive backfills using pseudo-dynamic approach AH Shafiee, A Eskandarinejad, M Jahanandish Geotechnical and Geological Engineering 28, 525-531, 2010 | 10 | 2010 |
| Implementation of the square‐root‐impedance method to estimate site amplification in Iran using random profile generation M Jahanandish, H Zafarani, AH Shafiee Bulletin of the Seismological Society of America 107 (1), 456-467, 2017 | 9 | 2017 |
