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Sherif S. AbdelSalam, Ph.D.

Affiliations: 
2010 Civil, Construction, and Environmental Engineering Iowa State University, Ames, IA, United States 
Area:
Civil Engineering
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"Sherif AbdelSalam"
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Sri Sritharan grad student 2010 Iowa State
 (Behavior characterization and development of LRFD resistance factors for axially-loaded steel piles in bridge foundations.)

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Publications

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AbdelSalam SS, Azzam SA, Fakhry BM. (2017) Reliability and 3D Modeling of Flexible Walls with EPS Inclusion International Journal of Geomechanics. 17: 4016153
AbdelSalam SS, Azzam SA. (2016) Reduction of lateral pressures on retaining walls using geofoam inclusion Geosynthetics International. 23: 395-407
Abdelsalam SS, Azzam SA. (2016) EPS Resistance Factors and Applications on Flexible Walls Geotechnical Special Publication. 2016: 131-138
AbdelSalam SS, Baligh FA, El-Naggar HM. (2016) Reliability and construction control of vibro piles Ain Shams Engineering Journal. 7: 885-893
AbdelSalam SS, Baligh FA, El-Naggar HM. (2015) A database to ensure reliability of bored pile design in Egypt Proceedings of the Institution of Civil Engineers: Geotechnical Engineering. 168: 131-143
AbdelSalam SS, Suleiman MT, Sritharan S. (2014) Modeling load-transfer behavior of H-piles using direct shear and penetration test results Geotechnical Testing Journal. 37
Abdelsalam SS. (2014) Repair of a tilted building resting on a deep soft clay using micropiles and raft Geotechnical Special Publication. 4280-4292
Abdelsalam SS, El-Naggar HM. (2014) LRFD for large-diameter bored piles in Egypt Geotechnical Special Publication. 900-910
Ng KW, Roling M, AbdelSalam SS, et al. (2014) Closure to “Pile Setup in Cohesive Soil. I: Experimental Investigation” by Kam W. Ng, Matthew Roling, Sherif S. AbdelSalam, Muhannad T. Suleiman, and Sri Sritharan Journal of Geotechnical and Geoenvironmental Engineering. 140: 7013004
Ng KW, Roling M, AbdelSalam SS, et al. (2013) Pile setup in cohesive soil. I: Experimental investigation Journal of Geotechnical and Geoenvironmental Engineering. 139: 199-209
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