Muhannad T .Suleiman
Muhannad T .Suleiman
Professor of Civil Engineering, Lehigh University
Verified email at - Homepage
Cited by
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Mechanical behavior of sands treated by microbially induced carbonate precipitation
H Lin, MT Suleiman, DG Brown, E Kavazanjian Jr
Journal of Geotechnical and Geoenvironmental Engineering 142 (2), 04015066, 2016
Development of mix proportion for functional and durable pervious concrete
K Wang, VR Schaefer, JT Kevern, MT Suleiman
NRMCA concrete technology forum: focus on pervious concrete, 1-12, 2006
Pervious concrete mixture proportions for improved freeze-thaw durability
JT Kevern, VR Schaefer, K Wang, MT Suleiman
Journal of ASTM International 5 (2), 1-12, 2008
“Underlying” causes for settlement of bridge approach pavement systems
DJ White, MM Mekkawy, S Sritharan, MT Suleiman
Journal of Performance of Constructed Facilities 21 (4), 273-282, 2007
Identification of the best practices for design, construction, and repair of bridge approaches
D White, S Sritharan, MT Suleiman, S Chetlur
Iowa. Dept. of Transportation, 2005
Effects of seasonal freezing on bridge column–foundation–soil interaction and their implications
S Sritharan, MT Suleiman, DJ White
Earthquake spectra 23 (1), 199-222, 2007
Cyclic lateral load response of bridge column-foundation-soil systems in freezing conditions
MT Suleiman, S Sritharan, DJ White
Journal of structural engineering 132 (11), 1745-1754, 2006
Pile setup in cohesive soil. I: experimental investigation
KW Ng, M Roling, SS AbdelSalam, MT Suleiman, S Sritharan
Journal of Geotechnical and Geoenvironmental Engineering 139 (2), 199-209, 2013
Mix design development for pervious concrete in cold weather climates
J Kevern, K Wang, MT Suleiman, VR Schaefer
Proceedings of the 2005 Mid-Continent Transportation Research Symposium, 2005
Potential of ground source heat pump systems in cooling-dominated environments: Residential buildings
M Kharseh, M Al-Khawaja, MT Suleiman
Geothermics 57, 104-110, 2015
Pile setup in cohesive soil. II: Analytical quantifications and design recommendations
KW Ng, MT Suleiman, S Sritharan
Journal of Geotechnical and Geoenvironmental Engineering 139 (2), 210-222, 2013
Design and performance verification of ultra-high performance concrete piles for deep foundations
TL Vande Voort, MT Suleiman, S Sritharan
Development of pervious concrete pile ground-improvement alternative and behavior under vertical loading
MT Suleiman, L Ni, A Raich
Journal of Geotechnical and Geoenvironmental Engineering 140 (7), 04014035, 2014
Numerical analysis of geosynthetic-rammed aggregate pier supported embankments
HTV Pham, MT Suleiman, DJ White
Geotechnical engineering for transportation projects, 657-664, 2004
Constitutive model for high density polyethylene material: systematic approach
MT Suleiman, BJ Coree
Journal of materials in civil engineering 16 (6), 511-515, 2004
Isolation, differentiation and biodiversity of ureolytic bacteria of Qatari soil and their potential in microbially induced calcite precipitation (MICP) for soil stabilization
S Bibi, M Oualha, MY Ashfaq, MT Suleiman, N Zouari
RSC advances 8 (11), 5854-5863, 2018
Behavior of slender piles subject to free-field lateral soil movement
DJ White, MJ Thompson, MT Suleiman, VR Schaefer
Journal of Geotechnical and Geoenvironmental Engineering 134 (4), 428-436, 2008
Interaction between laterally loaded pile and surrounding soil
H Lin, L Ni, MT Suleiman, A Raich
Journal of geotechnical and geoenvironmental engineering 141 (4), 04014119, 2015
Current design and construction practices of bridge pile foundations with emphasis on implementation of LRFD
SS AbdelSalam, S Sritharan, MT Suleiman
Journal of Bridge Engineering 15 (6), 749-758, 2010
A radio propagation model for wireless underground sensor networks
SU Yoon, L Cheng, E Ghazanfari, S Pamukcu, MT Suleiman
2011 IEEE Global Telecommunications Conference-GLOBECOM 2011, 1-5, 2011
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