Mahdi Khalilzad, Ph.D. - Publications
Affiliations: | 2013 | Civil, Construction and Environmental Engineering | North Carolina State University, Raleigh, NC |
Area:
Civil Engineering, GeotechnologyYear | Citation | Score | |||
---|---|---|---|---|---|
2015 | Khalilzad M, Gabr MA, Hynes ME. Deformation-based limit state analysis of embankment dams including geometry and water level effects International Journal of Geomechanics. 15. DOI: 10.1061/(Asce)Gm.1943-5622.0000435 | 0.636 | |||
2015 | Khalilzad M, Gabr MA, Hynes ME. Assessment of remedial measures to reduce exceedance probability of performance limit states in embankment dams Computers and Geotechnics. 67: 213-222. DOI: 10.1016/J.Compgeo.2015.02.010 | 0.638 | |||
2014 | Khalilzad M, Gabr MA, Hynes ME. Effects of woody vegetation on seepage-induced deformation and related limit state analysis of levees International Journal of Geomechanics. 14: 302-312. DOI: 10.1061/(Asce)Gm.1943-5622.0000304 | 0.637 | |||
2011 | Khalilzad M, Gabr MA. External stability of geotubes subjected to wave loading Geotechnical Special Publication. 1044-1054. DOI: 10.1061/41183(418)114 | 0.549 | |||
2011 | Khalilzad M, Gabr MA. Deformation-based limit states for earth embankments Geotechnical Special Publication. 3639-3648. DOI: 10.1061/41165(397)372 | 0.666 | |||
2011 | Khalilzad M, Gabr MA. Limit states approach for coupled seepage-deformation analysis of earth embankments Association of State Dam Safety Officials Annual Conference 2011, Dam Safety 2011. 2: 1320-1331. | 0.502 | |||
2011 | Khalilzad M, Gabr MA. Limit states approach for coupled seepage-deformation analysis of earth embankments Association of State Dam Safety Officials Annual Conference 2011, Dam Safety 2011. 2: 1320-1331. | 0.56 | |||
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