Mehrad Kamalzare, Ph.D.
Affiliations: | 2013 | Civil Engineering | Rensselaer Polytechnic Institute, Troy, NY, United States |
Area:
GeotechnologyGoogle:
"Mehrad Kamalzare"Parents
Sign in to add mentorThomas F. Zimmie | grad student | 2013 | RPI | |
(Investigation of levee failure due to overtopping and validation of erosion evolution and quantity.) |
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Publications
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Luo Z, Di H, Kamalzare M, et al. (2020) Effects of soil spatial variability on structural reliability assessment in excavations Underground Space. 5: 71-83 |
Jesmani M, Kasrania A, Kamalzare M. (2018) Finite element modelling of undrained vertical bearing capacity of piles adjacent to different types of clayey slopes International Journal of Geotechnical Engineering. 12: 147-154 |
Kamalzare M, Zimmie TF, Cutler B, et al. (2016) New visualization method to evaluate erosion quantity and pattern Geotechnical Testing Journal. 39: 431-446 |
Jesmani M, Kasrania A, Kamalzare M, et al. (2015) Undrained vertical bearing capacity of pile located near soft clay slope Journal of Engineering Research. 3: 21-38 |
Jesmani M, Nabavi SH, Kamalzare M. (2014) Numerical Analysis of Buckling Behavior of Concrete Piles Under Axial Load Embedded in Sand Arabian Journal For Science and Engineering. 39: 2683-2693 |
Jesmani M, Kamalzare M, Nazari M. (2013) Numerical study of behavior of anchor plates in clayey soils International Journal of Geomechanics. 13: 502-513 |
Kamalzare M, Han TS, McMullan M, et al. (2013) Computer simulation of levee erosion and overtopping Geotechnical Special Publication. 1858-1867 |
Jesmani M, Vaezi R, Kamalzare M. (2012) Correlation between Cα/Cc ratio and index parameters of soils Quarterly Journal of Engineering Geology and Hydrogeology. 45: 207-220 |
Kamalzare M, Stuetzle C, Chen Z, et al. (2012) Validation of erosion modeling: Physical and numerical Geotechnical Special Publication. 710-719 |
Ziaie-Moayed R, Samimifar M, Kamalzare M. (2011) Improvement of shear strength characteristics of saline soil using cement and polymer International Journal of Geotechnical Engineering. 5: 307-314 |