Mohammad S. Khan, Ph.D.
Affiliations: | 2013 | Civil and Environmental Engineering | University of Texas at Arlington, Arlington, TX, United States |
Area:
Geotechnology, Civil EngineeringGoogle:
"Mohammad Khan"Parents
Sign in to add mentorMd. Sahadat Hossain | grad student | 2013 | UT Arlington | |
(Sustainable slope stabilization using recycled plastic pin in Texas.) |
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Publications
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Nobahar M, Khan MS, Ivoke J. (2020) Combined Effect of Rainfall and Shear Strength on the Stability of Highway Embankments Made of Yazoo Clay in Mississippi Geotechnical and Geological Engineering. 38: 2787-2802 |
Ahmed A, Hossain S, Khan MS, et al. (2018) Data-Based Real-Time Moisture Modeling in Unsaturated Expansive Subgrade in Texas: Transportation Research Record. 2672: 86-95 |
Kibria G, Hossain S, Khan MS. (2018) Determination of consolidation properties using electrical resistivity Journal of Applied Geophysics. 152: 150-160 |
Mahedi M, Hossain MS, Faysal M, et al. (2017) Potential Applicability of Impact Echo Method on Pavement Base Materials as a Nondestructive Testing Technique Transportation Research Record. 2657: 47-57 |
Khan MA, Hossain MS, Khan MS, et al. (2017) Impact of wet-dry cycles on the shear strength of high plastic clay based on direct shear testing Geotechnical Special Publication. 615-622 |
Khan MS, Hossain S, Ahmed A, et al. (2017) Investigation of a shallow slope failure on expansive clay in Texas Engineering Geology. 219: 118-129 |
Manzur SR, Hossain MS, Kemler V, et al. (2016) Monitoring extent of moisture variations due to leachate recirculation in an ELR/bioreactor landfill using resistivity imaging. Waste Management (New York, N.Y.) |
Khan MS, Hossain S, Kibria G. (2016) Slope stabilization using recycled plastic pins Journal of Performance of Constructed Facilities. 30 |
Kibria G, Sahadat HMD, Khan MS. (2014) Influence of soil reinforcement on horizontal displacement of MSE wall International Journal of Geomechanics. 14: 130-141 |
Hossain MS, Khan MS, Hossain J, et al. (2013) Evaluation of unknown foundation depth using different NDT methods Journal of Performance of Constructed Facilities. 27: 209-214 |