Stebėti
Hamed Mirzaeifar, PhD
Hamed Mirzaeifar, PhD
Visiting Professor University of Oklahoma
Patvirtintas el. paštas ou.edu
Pavadinimas
Cituota
Cituota
Metai
Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test
MR Abdi, H Mirzaeifar
Soils and foundations 57 (6), 1045-1058, 2017
832017
Effects of discrete short polypropylene fibers on behavior of artificially cemented kaolinite
MR Abdi, H Mirzaeifar
International Journal of Civil Engineering 14, 253-262, 2016
392016
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers
H Mirzaeifar, K Hatami, MR Abdi
Geotextiles and Geomembranes 50 (6), 1083-1109, 2022
252022
Influence of geogrid type and coarse grain size on pull out behaviour of clays reinforced with geogrids embedded in thin granular layers
MR Abdi, AR Zandieh, H Mirzaeifar, MA Arjomand
European Journal of Environmental and Civil Engineering, 2019
222019
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions
MR Abdi, H Mirzaeifar, Y Asgardun
Geotextiles and Geomembranes 50 (4), 764-778, 2022
182022
Bearing capacity of multi-edge shallow foundations on geogrid reinforced sand
M Ghazavi, H Mirzaeifar
The 4th International Conference on Geotechnical Engineering and Soil …, 2009
182009
Effects of Direct Shear Box Dimensions on Shear Strength Parameters of Geogrid-Reinforced Sand
H Mirzaeifar, A Abouzar, MR Abdi
66th Canadian Geotechnical Conference and the 11th Joint CGS/IAH-CNC …, 2013
142013
Assessment of pegged geogrid (PG) pullout performance in coarse-grained soils using PIV analysis
MR Abdi, H Mirzaeifar, Y Asgardun, K Hatami
Geotextiles and Geomembranes 52 (1), 27-45, 2024
82024
Stabilizing clays using basic oxygen steel slag (BOS)
H Mirzaeifar, MR Abdi
International Symposium on Ground Improvement, Brussels, Belgium., 2012
42012
Lime Stabilized Clay Reinforced With Geogrid
MR Abdi, M H. Mirzaeifar, Rafienia, H Malekzadeh
Journal of Experimental Research in Civil Engineering 3 (1), 63-72, 2016
2*2016
Scale Effects of Direct Shear Box on Behavior of Geogrid-Sand Interface
H Mirzaeifar
Journal of Civil Engineering and Architecture 18, 552-557, 2024
2024
E‌V‌A‌L‌U‌A‌T‌I‌N‌G T‌H‌E I‌N‌F‌L‌U‌E‌N‌C‌E O‌F G‌R‌A‌I‌N S‌I‌Z‌E O‌N S‌H‌E‌A‌R B‌A‌N‌D T‌H‌I‌C‌K‌N‌E‌S‌S U‌N‌D‌E‌R P‌U‌L‌L‌O‌U‌T C‌O‌N‌D‌I‌T‌I‌O‌N‌S
MR Abdi, H Mirzaeifar
Sharif Journal of Civil Engineering 34 (3.2), 39-46, 2019
2019
Investigating the efficiency of thin granular layers on pullout resistance of geogrid reinforced clays at different moisture content
H Mirzaeifar
K.N.T‌o‌o‌s‌i U‌n‌i‌v‌e‌r‌s‌i‌t‌y o‌f T‌e‌c‌h‌n‌o‌l‌o‌g‌y, 2019
2019
S‌W‌E‌L‌L‌I‌N‌G B‌E‌H‌A‌V‌I‌O‌R O‌F L‌I‌M‌E S‌T‌A‌B‌I‌L‌I‌Z‌E‌D A‌N‌D F‌I‌B‌E‌R R‌E‌I‌N‌F‌O‌R‌C‌E‌D K‌A‌O‌L‌I‌N‌I‌T‌E S‌A‌M‌P‌L‌E‌S I‌N‌U‌N‌D‌A‌T‌E‌D W‌I‌T‌H W‌A‌T‌E‌R O‌R S‌O‌D‌I‌U‌M S‌U‌L‌P‌H‌A‌T‌E S‌O‌L‌U‌T‌I‌O‌N
MR Abdi, H Mirzaeifar, H Mohammad-Rahimi
Sharif Journal of Civil Engineering 34 (1.1), 47-57, 2018
2018
Investigation of Geogrid Pullout Test Conducted on Sand Utilizing PIV (In Persian)
MR Abdi, Mirzaeifar, H.
9th National Congress of Civil Engineering, Mashhad, Iran., 2016
2016
Three-Dimensional Finite Element Analysis of geogrid pullout tests conducted on sand using ABAQUS (In Persian)
MR Abdi, H Mirzaeifar
2nd National Conference on Soil Mechanics and Foundation Engineering, Qom, Iran., 2015
2015
Estimating frequency of vibration for high rise TV towers
H Ghasemzhadeh, H Mirzaeifar, HR Samani
International Conference on Earthquake and Structural Engineering, Venice …, 2011
2011
Numerical and Experimental Investigation of Bearing Capacity of Multi-Edge Foundation on Reinforced Sand
H Mirzaeifar
K.N.T‌o‌o‌s‌i U‌n‌i‌v‌e‌r‌s‌i‌t‌y o‌f T‌e‌c‌h‌n‌o‌l‌o‌g‌y, 2010
2010
Experimental and numerical investigation of bearing capacity of multi-edge shallow foundations on reinforced and unreinforced sand
M Ghazavi, H Mirzaeifar
Second International Symposium on Environmental Engineering, Tehran, Iran., 2010
2010
Sistema negali atlikti operacijos. Bandykite vėliau dar kartą.
Straipsniai 1–19