Mohammed A. Gabr
Affiliations: | Civil Engineering | North Carolina State University, Raleigh, NC |
Area:
Civil EngineeringWebsite:
https://www.geoprofessionals.org/board-certified-experts/meet-experts/mohammed-gabrGoogle:
"Mohammed A. Gabr"Bio:
https://archive.org/details/staterecordnorth1988nort/page/n127/mode/2up?q=gabr
Parents
Sign in to add mentorRoy H. Borden | grad student | 1987 | NCSU | |
(Load-deflection Analysis of Laterally Loaded Piers) | ||||
Harvey E. Wahls | grad student | 1987 | NCSU |
Children
Sign in to add traineeMd. Sahadat Hossain | grad student | 2002 | NCSU |
Michael S. Sabodish | grad student | 2002 | NCSU |
Jianjun Leng | grad student | 2003 | NCSU |
Kimberly A. Warren | grad student | 2003 | NCSU |
Tanya M. Kunberger | grad student | 2007 | NCSU (Chemistry Tree) |
Nadia Sharmin | grad student | 2009 | NCSU |
Mahdi Bahador | grad student | 2012 | NCSU |
Hyeseon Youm | grad student | 2012 | NCSU |
Mahdi Khalilzad | grad student | 2013 | NCSU |
Mohammad Kayser | grad student | 2014 | NCSU |
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Publications
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Do J, Montoya BM, Gabr MA. (2020) Scour Mitigation and Erodibility Improvement Using Microbially Induced Carbonate Precipitation Geotechnical Testing Journal. 44 |
Hosseini P, Alhomair S, Faeli Z, et al. (2020) Degradation Model for the Tensile Strength of PVC and Rubber Gasket Materials Exposed to Benzene and PCE-Saturated Aqueous Solutions Transportation Research Record. 2674: 274-283 |
Jadid R, Montoya BM, Bennett V, et al. (2020) Effect of repeated rise and fall of water level on seepage-induced deformation and related stability analysis of Princeville levee Engineering Geology. 266: 105458 |
Zamani A, Montoya BM, Gabr MA. (2019) Investigating challenges of in situ delivery of microbial-induced calcium carbonate precipitation (MICP) in fine-grain sands and silty sand Canadian Geotechnical Journal. 56: 1889-1900 |
Tang C, Borden RH, Gabr MA. (2019) Model applicability for prediction of residual soil apparent cohesion Transportation Geotechnics. 19: 44-53 |
Tang C, Borden RH, Gabr MA. (2018) A Simplified Direct Shear Testing Procedure to Evaluate Unsaturated Shear Strength Geotechnical Testing Journal. 41: 20150161 |
Mousavi SH, Gabr MA, Borden RH. (2018) Correlation of dynamic cone penetrometer index to proof roller test to assess subgrade soils stabilization criterion International Journal of Geotechnical Engineering. 12: 284-292 |
Mousavi SH, Gabr MA, Borden RH. (2018) Resilient modulus prediction of soft low-plasticity Piedmont residual soil using dynamic cone penetrometer Journal of Rock Mechanics and Geotechnical Engineering. 10: 323-332 |
Aguirre DA, Kowalsky MJ, Nau JM, et al. (2018) Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges Engineering Structures. 165: 106-119 |
Mousavi SH, Gabr MA, Borden RH. (2017) Optimum location of geogrid reinforcement in unpaved road Canadian Geotechnical Journal. 54: 1047-1054 |