Effective parameters for the particle breakage of calcareous sands: An experimental study H Shahnazari, R Rezvani Engineering geology 159, 98-105, 2013 | 329 | 2013 |
Application of soft computing for prediction of pavement condition index H Shahnazari, MA Tutunchian, M Mashayekhi, AA Amini Journal of Transportation Engineering 138 (12), 1495-1506, 2012 | 124 | 2012 |
Dilation and particle breakage effects on the shear strength of calcareous sands based on energy aspects M Hasanlourad, H Salehzadeh, H Shahnazari International Journal of Civil Engineering 6 (2), 108-119, 2008 | 109 | 2008 |
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 | 76 | 2011 |
Torsion shear tests on cyclic stress-dilatancy relationship of sand H Shahnazari, I Towhata Soils and Foundations 42 (1), 105-119, 2002 | 75 | 2002 |
Undrained cyclic and monotonic behavior of Hormuz calcareous sand using hollow cylinder simple shear tests H Shahnazari, Y Jafarian, MA Tutunchian, R Rezvani International Journal of Civil Engineering 14, 209-219, 2016 | 66 | 2016 |
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 | 64 | 2011 |
Strength enhancement of geotextile-reinforced carbonate sand S Goodarzi, H Shahnazari Geotextiles and Geomembranes 47 (2), 128-139, 2019 | 55 | 2019 |
The effect of shape and stiffness of originally different marine soil grains on their contractive and dilative behavior H Shahnazari, H Salehzadeh, R Rezvani, Y Dehnavi KSCE Journal of Civil Engineering 18, 975-983, 2014 | 49 | 2014 |
Compressibility and undrained behavior of Hormuz calcareous sand Y Dehnavi, H Shahnazari, H Salehzadeh, R Rezvani Electronic Journal of Geotechnical Engineering 15 (1), 1684-1702, 2010 | 49 | 2010 |
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 |
Numerical modeling of stress–strain behavior of sand under cyclic loading H Shahnazari, Y Dehnavi, AH Alavi Engineering Geology 116 (1-2), 53-72, 2010 | 45 | 2010 |
Evolutionary-based approaches for settlement prediction of shallow foundations on cohesionless soils H Shahnazari, MA Shahin, MA Tutunchian International journal of civil engineering 12 (1), 55-64, 2014 | 44 | 2014 |
Experimental study on the phase transformation point of crushable and noncrushable soils H Shahnazari, R Rezvani, MA Tutunchian Marine Georesources & Geotechnology 35 (2), 176-185, 2017 | 42 | 2017 |
Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests H Shahnazari, R Rezvani, MA Tutunchian Soil Dynamics and Earthquake Engineering 124, 162-171, 2019 | 38 | 2019 |
Probabilistic assessment of liquefaction occurrence in calcareous fill materials of Kawaihae Harbor, Hawaii H Shahnazari, Y Jafarian, MA Tutunchian, R Rezvani International Journal of Geomechanics 16 (6), 05016001, 2016 | 37 | 2016 |
Evolutionary-based approaches for determining the deviatoric stress of calcareous sands H Shahnazari, MA Tutunchian, R Rezvani, F Valizadeh Computers & Geosciences 50, 84-94, 2013 | 36 | 2013 |
Undrained triaxial shear behavior of grouted carbonate sands M Hassanlourad, H Salehzadeh, H Shahnazari International Journal of Civil Engineering 9 (4), 307-314, 2011 | 36 | 2011 |
Prediction of ultimate bearing capacity of shallow foundations on cohesionless soils: An evolutionary approach H Shahnazari, MA Tutunchian KSCE Journal of Civil Engineering 16, 950-957, 2012 | 35 | 2012 |
Mitigation of surface impact loading effects on the underground structures with geofoam barrier: Centrifuge modeling MH Baziar, H Shahnazari, M Kazemi Tunnelling and Underground Space Technology 80, 128-142, 2018 | 28 | 2018 |