| Effect of fines content on steady-state strength of mixed and layered samples of a sand SA Naeini, MH Baziar Soil dynamics and earthquake engineering 24 (3), 181-187, 2004 | 295 | 2004 |
| Assessment of liquefaction triggering using strain energy concept and ANN model: capacity energy MH Baziar, Y Jafarian Soil Dynamics and Earthquake Engineering 27 (12), 1056-1072, 2007 | 149 | 2007 |
| Residual strength and large-deformation potential of loose silty sands MH Baziar, R Dobry Journal of geotechnical engineering 121 (12), 896-906, 1995 | 148 | 1995 |
| Evaluation of lateral spreading using artificial neural networks MH Baziar, A Ghorbani Soil Dynamics and Earthquake Engineering 25 (1), 1-9, 2005 | 128 | 2005 |
| Seismic ground motion amplification pattern induced by a subway tunnel: shaking table testing and numerical simulation MR Moghadam, MH Baziar Soil Dynamics and Earthquake Engineering 83, 81-97, 2016 | 125 | 2016 |
| Strain energy based evaluation of liquefaction and residual pore water pressure in sands using cyclic torsional shear experiments Y Jafarian, I Towhata, MH Baziar, A Noorzad, A Bahmanpour Soil Dynamics and Earthquake Engineering 35, 13-28, 2012 | 124 | 2012 |
| Centrifuge modeling of interaction between reverse faulting and tunnel MH Baziar, A Nabizadeh, CJ Lee, WY Hung Soil Dynamics and Earthquake Engineering 65, 151-164, 2014 | 117 | 2014 |
| Effect of underground tunnel on the ground surface acceleration MH Baziar, MR Moghadam, DS Kim, YW Choo Tunnelling and Underground Space Technology 44, 10-22, 2014 | 109 | 2014 |
| Evaluation of underground tunnel response to reverse fault rupture using numerical approach MH Baziar, A Nabizadeh, R Mehrabi, CJ Lee, WY Hung Soil Dynamics and Earthquake Engineering 83, 1-17, 2016 | 78 | 2016 |
| Evaluation of liquefaction potential using neural-networks and CPT results MH Baziar, N Nilipour Soil Dynamics and Earthquake Engineering 23 (7), 631-636, 2003 | 75 | 2003 |
| Assessment of silty sand liquefaction potential using hollow torsional tests—an energy approach MH Baziar, H Sharafi Soil Dynamics and Earthquake Engineering 31 (7), 857-865, 2011 | 73 | 2011 |
| Prediction of strain energy-based liquefaction resistance of sand–silt mixtures: an evolutionary approach MH Baziar, Y Jafarian, H Shahnazari, V Movahed, MA Tutunchian Computers & Geosciences 37 (11), 1883-1893, 2011 | 72 | 2011 |
| Small-scale model test and three-dimensional analysis of pile-raft foundation on medium-dense sand MH Baziar, A Ghorbani, R Katzenbach International Journal of Civil Engineering 7 (3), 170-175, 2009 | 63 | 2009 |
| A laboratory study on the pore pressure generation model for Firouzkooh silty sands using hollow torsional test MH Baziar, H Shahnazari, H Sharafi International Journal of Civil Engineering 9 (2), 126-134, 2011 | 61 | 2011 |
| Engineering evaluation of permanent ground deformations due to seismically-induced liquefaction. MH Baziar | 60 | 1992 |
| Application of nanomaterial to stabilize a weak soil SGS Alireza, MS Mohammad, BM Hasan Missouri University of Science and Technology, 2013 | 58 | 2013 |
| Empirical predictive model for the vmax/amax ratio of strong ground motions using genetic programming Y Jafarian, E Kermani, MH Baziar Computers & geosciences 36 (12), 1523-1531, 2010 | 48 | 2010 |
| 3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of connected and nonconnected piled raft foundations AS Azizkandi, MH Baziar, AF Yeznabad KSCE Journal of Civil Engineering 22, 1750-1762, 2018 | 46 | 2018 |
| Centrifuge modeling of non-connected piled raft system H Rasouli, AS Azizkandi, MH Baziar, M Modarresi, H Shahnazari International Journal of Civil Engineering 13 (2), 114-123, 2015 | 46 | 2015 |
| Prediction of pile settlement based on cone penetration test results: an ANN approach MH Baziar, A Saeedi Azizkandi, A Kashkooli KSCE Journal of Civil Engineering 19, 98-106, 2015 | 42 | 2015 |
