| Three-dimensional analysis of nonhomogeneous slopes O Farzaneh, F Askari Journal of Geotechnical and Geoenvironmental Engineering 129 (2), 137-145, 2003 | 108 | 2003 |
| Upper-bound solution for seismic bearing capacity of shallow foundations near slopes F Askari, O Farzaneh Geotechnique 53 (8), 697-702, 2003 | 91 | 2003 |
| Three-dimensional stability analysis of convex slopes in plan view O Farzaneh, F Askari, N Ganjian Journal of Geotechnical and Geoenvironmental Engineering 134 (8), 1192-1200, 2008 | 63 | 2008 |
| Bearing capacity of strip footings near slopes using lower bound limit analysis J Mofidi Rouchi, O Farzaneh, F Askari Civil Engineering Infrastructures Journal 47 (1), 89-109, 2014 | 32 | 2014 |
| Seismic behavior of slopes by lower bound dynamic shakedown theory MR Arvin, F Askari, O Farzaneh Computers and Geotechnics 39, 107-115, 2012 | 27 | 2012 |
| A modification to dense sand dynamic simulation capability of Pastor–Zienkiewicz–Chan model A Iraji, O Farzaneh, ES Hosseininia Acta Geotechnica 9, 343-353, 2014 | 26 | 2014 |
| Seismic performance of slopes in pseudo-static designs with different safety factors B Nadi, F Askari, O Farzaneh Iranian Journal of Science and Technology. Transactions of Civil Engineering …, 2014 | 25 | 2014 |
| Investigation of novel methods to improve the storage stability and low temperature susceptivity of polyethylene modified bitumens SH Firoozifar, YA Alamdary, O Farzaneh petroleum & Coal 52 (2), 123-128, 2010 | 23 | 2010 |
| Seismic bearing capacity of strip footings near cohesive slopes using lower bound limit analysis O Farzaneh, J Mofidi, F Askari 18th international conference on soil mechanics and geotechnical engineering …, 2013 | 21 | 2013 |
| Impact of different levels of oxidative aging on engineering properties of asphalt mixes at low temperatures H Sahebzamani, MZ Alavi, O Farzaneh Construction and Building Materials 242, 118036, 2020 | 18 | 2020 |
| Development and validation of a two-phase model for reinforced soil by considering nonlinear behavior of matrix E Seyedi Hosseininia, O Farzaneh Journal of Engineering Mechanics 136 (6), 721-735, 2010 | 18 | 2010 |
| A simplified two-phase macroscopic model for reinforced soils ES Hosseininia, O Farzaneh Geotextiles and Geomembranes 28 (1), 85-92, 2010 | 17 | 2010 |
| Laboratory and field investigation of the effect of polymerized pellets on the fatigue and low-temperature performance of asphalt mixtures H Sahebzamani, MZ Alavi, O Farzaneh, A Moniri Construction and Building Materials 323, 126527, 2022 | 16 | 2022 |
| Evaluating effectiveness of polymerized pellets mix additives on improving asphalt mix properties H Sahebzamani, MZ Alavi, O Farzaneh Construction and Building Materials 187, 160-167, 2018 | 16 | 2018 |
| Pore water pressures in three dimensional slope stability analysis FE ASKARI, O Farzaneh International Journal of Civil Engineering 6 (1), 10-23, 2008 | 15 | 2008 |
| Rotation–translation mechanisms for upper-bound solution of bearing capacity problems O Farzaneh, N Ganjian, F Askari Computers and Geotechnics 37 (4), 449-455, 2010 | 14 | 2010 |
| Effect of bedrock inclination on seismic slope stability according to Iran seismically data M Miraboutalebi, F Askari, O Farzaneh International Journal of Civil Engineering 9 (4), 247-254, 2011 | 12 | 2011 |
| Reliability evaluation of regression model for estimating co-seismic landslide displacement B Nadi, F Askari, O Farzaneh, S Fatolahzadeh, R Mehdizadeh Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2020 | 11 | 2020 |
| Active earth pressure induced by strip loads on a backfill O Farzaneh, F Askari, J Fatemi Int J Civ Eng 12 (4B), 281-291, 2014 | 10 | 2014 |
| 3D stability analysis of convex slopes in plan view using lower bound linear finite element F Askari, A Totonchi, O Farzaneh International Journal of Civil Engineering 10 (2), 112-123, 2012 | 10 | 2012 |
