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Behzad Fatahi
Behzad Fatahi
Professor of Civil and Geotechnical Engineering, University of Technology Sydney
Verified email at uts.edu.au - Homepage
Title
Cited by
Cited by
Year
Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations
AS Hokmabadi, B Fatahi, B Samali
Computers and Geotechnics 55, 172-186, 2014
2152014
Behaviour of expansive soils stabilized with hydrated lime and bagasse fibres
LC Dang, B Fatahi, H Khabbaz
Procedia engineering 143, 658-665, 2016
1882016
Mechanical characteristics of soft clay treated with fibre and cement
B Fatahi, H Khabbaz, B Fatahi
Geosynthetics international 19 (3), 252-262, 2012
1672012
Seismic behavior of building frames considering dynamic soil-structure interaction
SH Reza Tabatabaiefar, B Fatahi, B Samali
International Journal of Geomechanics 13 (4), 409-420, 2013
1652013
A constitutive model for cemented clays capturing cementation degradation
LD Nguyen, B Fatahi, H Khabbaz
International Journal of Plasticity 56, 1-18, 2014
1352014
Physical modeling of seismic soil-pile-structure interaction for buildings on soft soils
AS Hokmabadi, B Fatahi, B Samali
International Journal of Geomechanics 15 (2), 04014046, 2015
1272015
Numerical analysis of matric suction effects of tree roots
B Indraratna, B Fatahi, H Khabbaz
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2006
1252006
Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil–pile–structure interaction
Q Van Nguyen, B Fatahi, AS Hokmabadi
International Journal of Geomechanics 17 (7), 04017007, 2017
1192017
Remediation of expansive soils using agricultural waste bagasse ash
H Hasan, L Dang, H Khabbaz, B Fatahi, S Terzaghi
Procedia engineering 143, 1368-1375, 2016
1182016
Small-strain properties of soft clay treated with fibre and cement
B Fatahi, B Fatahi, TM Le, H Khabbaz
Geosynthetics International 20 (4), 286-300, 2013
1142013
Influence of foundation type on seismic performance of buildings considering soil–structure interaction
AS Hokmabadi, B Fatahi
International Journal of structural stability and dynamics 16 (08), 1550043, 2016
1082016
Analytical solution for one‐dimensional consolidation of unsaturated soils using eigenfunction expansion method
L Ho, B Fatahi, H Khabbaz
International Journal for Numerical and Analytical Methods in Geomechanics …, 2014
932014
The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction
Q Van Nguyen, B Fatahi, AS Hokmabadi
Structural Engineering and Mechanics, 2016
902016
Idealisation of soil–structure system to determine inelastic seismic response of mid-rise building frames
HR Tabatabaiefar, B Fatahi
Soil Dynamics and Earthquake Engineering 66, 339-351, 2014
882014
Fully nonlinear versus equivalent linear computation method for seismic analysis of midrise buildings on soft soils
B Fatahi, SHR Tabatabaiefar
International journal of geomechanics 14 (4), 04014016, 2014
882014
Analytical solution for the two-dimensional plane strain consolidation of an unsaturated soil stratum subjected to time-dependent loading
L Ho, B Fatahi
Computers and Geotechnics 67, 1-16, 2015
872015
Numerical and experimental investigations on seismic response of building frames under influence of soil-structure interaction
SHR Tabatabaiefar, B Fatahi, B Samali
Advances in structural Engineering 17 (1), 109-130, 2014
872014
Viscous behaviour of soft clay and inducing factors
TM Le, B Fatahi, H Khabbaz
Geotechnical and Geological Engineering 30, 1069-1083, 2012
862012
Three-dimensional response of neighboring buildings sitting on pile foundations to seismic pounding
B Fatahi, Q Van Nguyen, R Xu, W Sun
International Journal of Geomechanics 18 (4), 04018007, 2018
792018
Numerical optimization applying trust-region reflective least squares algorithm with constraints to optimize the non-linear creep parameters of soft soil
TM Le, B Fatahi, H Khabbaz, W Sun
Applied Mathematical Modelling 41, 236-256, 2017
762017
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