

Technology
Hall S244
Phone:
(256)824-5029
Fax: (256) 824-6724
email: ashour@eng.uah.edu
Education:
B.S.C.E. Civil
Engineering
M.S. Civil
Engineering
Ph.D. Civil
Engineering
Research Interests:
Soil-Structure-Interaction;
Laterally and Axially Loaded Piles/Large Diameter Shafts; Soil Modeling; Soil
Liquefaction and
Lateral Spread,
Slope Stabilization; Seismic Behavior of Deep Foundations and Bridge Abutments;
Experimental Testing.
Some Research Projects
Analysis of Laterally Loaded
Intermediate and Long Drilled Shafts, California Department of
Transportation
(CALTRANS)
Large Diameter Short Shaft and
Bridge Foundation Stiffness, Washington Department of
Transportation (WSDOT).
Large Diameter Intermediate/Long
Shafts and Shaft Group in Liquefiable Soils (WSDOT)
Land Slide and Slope Stabilization
Using Driven Piles, West
Incorporation of the LRFD Procedures
in the Design of Bridge Pile Foundations,
Department
of Transportation (NDOT)
Teaching Activities
Statics
Mechanics of Materials
Soil Mechanics
Foundation Design
Geotechnical
Engineering and Foundations
Seepage and Slope
Stability
Professional and Scientific Organizations
Licensed Professional
Engineer, P.E.,
Member of American
Society of Civil Engineers (ASCE)
Member of the Deep Foundation Institute (DFI)
Member of the
California Universities for Research in Earthquake Engineering (CUREe)
Selected Publications
Ashour, M., and Norris, G. M.
“Analysis of Pile Group under Lateral Loads Using the
LRFD Guidelines.” 6th National
Seismic Conference on Bridges and Highways,
Ashour, M., Norris, G.
M., and Singh, J. P. “Lateral Response of Isolated
Piles in Liquefied
with Lateral Soil Spreading.” Fifth National Seismic Conference on Bridges
& Highways,
CA, Paper No, B-19.
Ashour, M., and Norris,
G. M. “Lateral Loaded Pile/Shaft Response in
Liquefied Soil
and Anticipated Lateral Soil
Spreading.” Bridge Research Conference
2005,
CA, Oct. 31 –
Shamsabadi, A., Ashour, M. and Norris G.
“Bridge Abutment Nonlinear Force
Displacement-Capacity Prediction for
Seismic Design.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE,
Vol. 131, No. 2,
2005, pp. 151-161.
Ashour, M., Pilling, P.,
and Norris, G. M. “Lateral Behavior of Pile Group in Layered
Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 6, 2004,
pp. 580-592.
Ashour, M., and Norris,
G. M. “Lateral Load Pile Response in liquefied
Soil.” Journal of
Geotechnical and Geoenvironmental
Engineering, ASCE, Vol. 129, No. 5, 2003, pp. 404-414.
Ashour, M., Pilling, P.
and Norris, G. M. “Strain Wedge Model Capability of Analyzing
the
Behavior of Laterally Loaded Piles, Drilled Shafts, and Pile
Groups.” Journal of Bridge
Engineering, ASCE, Vol. 7, No. 4,
2002.
Ashour, M., and Norris,
G. M. “Modeling Lateral Soil-Pile
Response Based on Soil-Pile Interaction.” Journal of Geotechnical
and Geoenvironmental
Engineering, ASCE, Vol. 126, No. 5, May, 2000, pp. 420-428.
Ashour, M. and Norris,
G. M. “Liquefaction and Undrained Response Evaluation of Sands from Drained
Formulation.”
Journal of Geotechnical and Geoenvironmental
Engineering, ASCE, Vol. 125, No. 8, August, 1999, pp. 649-658.
Ashour, M., Norris, G.
M., and Pilling, P. “Lateral
Loading of a Pile in Layered Soil Using the Strain Wedge Model.” Journal
of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 4, April,
1998, pp. 303-315.