Takip et
Mehdi Veiskarami
Mehdi Veiskarami
Professor, School of Engineering, Shiraz University
shirazu.ac.ir üzerinde doğrulanmış e-posta adresine sahip - Ana Sayfa
Başlık
Alıntı yapanlar
Alıntı yapanlar
Yıl
Effect of the flow rule on the bearing capacity of strip foundations on sand by the upper-bound limit analysis and slip lines
M Veiskarami, J Kumar, F Valikhah
International Journal of Geomechanics 14 (3), 04014008, 2014
762014
Limit analysis of modified pseudodynamic lateral earth pressure in anisotropic frictional medium using finite-element and second-order cone programming
H Fathipour, AS Siahmazgi, M Payan, M Veiskarami, R Jamshidi Chenari
International Journal of Geomechanics 21 (2), 04020258, 2021
732021
Bearing capacity of strip footings on anisotropic soils by the finite elements and linear programming
M Veiskarami, R Jamshidi Chenari, AA Jameei
International Journal of Geomechanics 17 (12), 04017119, 2017
712017
A study on the static and seismic earth pressure problems in anisotropic granular media
M Veiskarami, R Jamshidi Chenari, AA Jameei
Geotechnical and Geological Engineering 37, 1987-2005, 2019
512019
Study on optimized piled-raft foundations (PRF) performance with connected and non-connected piles-three case histories
A Eslami, M Veiskarami, MM Eslami
International Journal of Civil Engineering 10 (2), 100-111, 2012
482012
Evaluation of the pseudo-dynamic bearing capacity of surface footings on cohesionless soils using finite element lower bound limit analysis
A Safardoost Siahmazgi, H Fathipour, R Jamshidi Chenari, M Veiskarami, ...
Geomechanics and Geoengineering 17 (3), 765-777, 2022
462022
End-bearing capacity of driven piles in sand using the stress characteristics method: analysis and implementation
M Veiskarami, A Eslami, J Kumar
Canadian geotechnical journal 48 (10), 1570-1586, 2011
382011
An estimate of the bearing capacity of shallow foundations on anisotropic soil by limit equilibrium and soft computing technique
P Pakdel, R Jamshidi Chenari, M Veiskarami
Geomechanics and Geoengineering 14 (3), 202-217, 2019
352019
Effect of stress level on the bearing capacity factor, Nγ, by the ZEL method
M Jahanandish, M Veiskarami, A Ghahramani
KSCE Journal of Civil Engineering 14 (5), 709-723, 2010
322010
Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements
M Veiskarami, A Zanj
Géotechnique 64 (10), 759-775, 2014
292014
Seismic bearing capacity of shallow foundations rested on anisotropic deposits
P Pakdel, R Jamshidi Chenari, M Veiskarami
International Journal of Geotechnical Engineering 15 (2), 181-192, 2021
262021
Bearing capacity of strip footings adjacent to anisotropic slopes using the lower bound finite element method
A Foroutan Kalourazi, R Jamshidi Chenari, M Veiskarami
International Journal of Geomechanics 20 (11), 04020213, 2020
252020
Bearing capacity factor, N γ , for unsaturated soils by ZEL method
M Jahanandish, G Habibagahi, M Veiskarami
Acta Geotechnica 5, 177-188, 2010
242010
Bearing capacity of foundations subjected to groundwater flow
M Veiskarami, J Kumar
Geomechanics and Geoengineering 7 (4), 293-301, 2012
222012
Evaluation of the active and passive pseudo-dynamic earth pressures using finite element limit analysis and second-order cone programming
H Fathipour, A Safardoost Siahmazgi, M Payan, R Jamshidi Chenari, ...
Geotechnical and Geological Engineering 41 (3), 1921-1936, 2023
202023
Prediction of the bearing capacity and load–displacement behavior of shallow foundations by the stress-level-based ZEL method
M Veiskarami, M Jahanandish, A Ghahramani
Scientia Iranica 18 (1), 16-27, 2011
202011
Multi-objective hydraulic optimization of diversion dam’s cut-off
N Khoramshokooh, M Veiskarami, MR Nikoo, S Pourvahedi Roshandeh
Water Resources Management 32, 3723-3736, 2018
182018
Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis
M Veiskarami, G Habibagahi
Frontiers of Structural and Civil Engineering 7, 446-455, 2013
172013
Development of a constitutive model for rockfills and similar granular materials based on the disturbed state concept
M Veiskarami, A Ghorbani, M Alavipour
Frontiers of Structural and Civil Engineering 6, 365-378, 2012
172012
Load–displacement behavior of driven piles in sand using CPT-based stress and strain fields
F Valikhah, A Eslami, M Veiskarami
International Journal of Civil Engineering 17, 1879-1893, 2019
162019
Sistem, işlemi şu anda gerçekleştiremiyor. Daha sonra yeniden deneyin.
Makaleler 1–20