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Hassan Sharafi
Hassan Sharafi
Associate professor of razi university
Verified email at razi.ac.ir
Title
Cited by
Cited by
Year
Design of a support vector machine with different kernel functions to predict scour depth around bridge piers
H Sharafi, I Ebtehaj, H Bonakdari, AH Zaji
Natural Hazards 84, 2145-2162, 2016
752016
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
732011
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
612011
Experimental and numerical study of pile-stabilized slopes under surface load conditions
H Sharafi, Y Sojoudi
International Journal of Civil Engineering 14, 221-232, 2016
372016
Seismic hazard analysis and local site effect of the 2017 Mw 7.3 Sarpol-e Zahab, Iran, earthquake
H Zafarani, Y Jafarian, A Eskandarinejad, A Lashgari, MR Soghrat, ...
Natural Hazards 103 (2), 1783-1805, 2020
282020
Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles
HR Akbari, H Sharafi, AR Goodarzi
Geotextiles and Geomembranes 49 (6), 1470-1482, 2021
252021
Laboratory evaluation of cement stabilized crushed glass-sand blends
M Arabani, H Sharafi, MR Habibi, E Haghshenas
Electron. J. Geotech. Eng 17, 1777-1792, 2012
252012
A laboratory study on the liquefaction resistance of Firouzkooh silty sands using hollow torsional system
H Sharafi, MH Baziar
EJGE 15, 973-982, 2010
232010
Effect of polypropylene fiber inclusion in kaolin clay stabilized with lime and nano-zeolite considering temperatures of 20 and 40 C
HR Akbari, H Sharafi, AR Goodarzi
Bulletin of Engineering Geology and the Environment 80, 1841-1855, 2021
212021
Sensitivity analysis of parameters affecting scour depth around bridge piers based on the non-tuned, rapid extreme learning machine method
I Ebtehaj, H Bonakdari, AH Zaji, H Sharafi
Neural Computing and Applications 31, 9145-9156, 2019
162019
Seismic simulation of liquefaction-induced uplift behavior of buried pipelines in shallow ground
H Sharafi, P Parsafar
Arabian Journal of Geosciences 9, 1-9, 2016
152016
Three-dimensional finite difference modeling of static soil-pile interactions to calculate p-y curves in pile-supported slopes
H Sharafi, YS Maleki, MK Fard
Arabian Journal of Geosciences 9, 1-16, 2016
142016
Evaluation of the lateral displacements of a sandy slope reinforced by a row of floating piles: a numerical-experimental approach
H Sharafi, YS Maleki
Soil Dynamics and Earthquake Engineering 122, 148-170, 2019
122019
Comparison of strain controlled and stress controlled tests in evaluation of fines content effect on liquefaction of sands—an energy approach
V Movahed, H Sharafi, MH Baziar, H Shahnazari
Geo-Frontiers 2011: Advances in Geotechnical Engineering, 1804-1814, 2011
92011
Study of soil deformation pattern in earth slope stabilised with pile
Y Sojoudi, H Sharafi
European journal of environmental and civil engineering 25 (2), 205-225, 2021
62021
Experimental evaluation of the behavior of Sandy Soil–Cement Mixture
H Sharafi, M Shekarbeigi
Revista Ingeniería UC 26 (3), 258-272, 2019
62019
A New Simplified Criterion for The Assessment of Field Liquefaction Potential Based on Dissipated Kinetic Energy
Y Jafarian, R Vakili, AR Sadeghi, H Sharafi, MH Baziar
The 14th World Conference of Earthquake Engineering, 12-17, 2008
62008
Evaluation of hazardous effects of near-fault earthquakes on earth dams by using EL and TNL numerical methods (case studies: Gheshlagh Oleya and Jamishan dams)
H Sharafi, Y Shams Maleki
Natural Hazards 98, 451-484, 2019
52019
Assessment of Cyclic Resistance Ratio (CRR) in Silty Sands Using Artificial Neural Networks
H Sharafi, S Jalili
Open Journal of Civil Engineering 2014, 2014
52014
Seismic microzonation of the urban area using microtremor measurement (Case study: Kermanshah city)
H Sharafi, MH Baziar, SM Haeri
Electronic Journal of Geotechnical Engineering 14, 2009
52009
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