Muhannad T. Suleiman, Ph.D.
Affiliations: | 2002 | Iowa State University, Ames, IA, United States |
Area:
Civil EngineeringGoogle:
"Muhannad Suleiman"Parents
Sign in to add mentor| Terry J. Wipf | grad student | 2002 | Iowa State | |
| (The structural performance of flexible pipes.) | ||||
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Publications
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| Elzeiny R, Suleiman MT, Xiao S, et al. (2020) Laboratory-Scale Pull-Out Tests on a Geothermal Energy Pile in Dry Sand Subjected to Heating Cycles Canadian Geotechnical Journal. 1-13 |
| Lin H, Suleiman MT, Brown DG. (2020) Investigation of pore-scale CaCO3 distributions and their effects on stiffness and permeability of sands treated by microbially induced carbonate precipitation (MICP) Soils and Foundations. 60: 944-961 |
| Xiao S, Suleiman MT, Al-Khawaja M. (2019) Investigation of effects of temperature cycles on soil-concrete interface behavior using direct shear tests Soils and Foundations. 59: 1213-1227 |
| Bibi S, Oualha M, Ashfaq MY, et al. (2018) Isolation, differentiation and biodiversity of ureolytic bacteria of Qatari soil and their potential in microbially induced calcite precipitation (MICP) for soil stabilization. Rsc Advances. 8: 5854-5863 |
| Lin H, Suleiman MT, Jabbour HM, et al. (2018) Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles Canadian Geotechnical Journal. 55: 119-130 |
| Xiao S, Suleiman MT, Elzeiny R, et al. (2018) Effect of Temperature and Radial Displacement Cycles on Soil–Concrete Interface Properties Using Modified Thermal Borehole Shear Test Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018036 |
| Bibi S, Oualha M, Ashfaq MY, et al. (2018) Isolation, differentiation and biodiversity of ureolytic bacteria of Qatari soil and their potential in microbially induced calcite precipitation (MICP) for soil stabilization Rsc Advances. 8: 5854-5863 |
| Xiao S, Suleiman MT, Naito C, et al. (2017) Modified–Thermal Borehole Shear Test Device and Testing Procedure to Investigate the Soil-Structure Interaction of Energy Piles Geotechnical Testing Journal. 40: 20160257 |
| Sritharan S, Cox AM, Huang J, et al. (2016) Minimum confinement reinforcement for prestressed concrete piles and a rational seismic design framework Pci Journal. 61: 51-69 |
| Lin H, Suleiman MT, Jabbour HM, et al. (2016) Enhancing the axial compression response of pervious concrete ground improvement piles using biogrouting Journal of Geotechnical and Geoenvironmental Engineering. 142 |