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Mohammad Zarrabi
Mohammad Zarrabi
Verified email at polymtl.ca
Title
Cited by
Cited by
Year
Behavior of piles under different installation effects by physical modeling
M Zarrabi, A Eslami
International Journal of Geomechanics 16 (5), 04016014, 2016
542016
Study of pile behavior by improvement of confining soils using frustum confining vessel
AH Karimi, A Eslami, M Zarrabi, J Khazaei
Scientia Iranica 24 (4), 1874-1882, 2017
132017
Evaluation of two constitutive models in predicting cyclic behavior of a natural clay
MM Eslami, M Zarrabi, S Yniesta
Earthquake Geotechnical Engineering for Protection and Development of …, 2019
32019
Performance of bounding surface constitutive models in predicting cyclic behavior of low-plasticity fine-grained soils
MM Eslami, M Zarrabi, S Yniesta
Eighth International Conference on Case Histories in Geotechnical …, 2019
32019
Recent advanced constitutive models for liquefaction and cyclic softening Analysis
M Zarrabi, S Yniesta
72nd Canadian Geotechnical Conference, At: St. John's, Newfoundland and …, 2019
32019
Single-Point And Triple-Point Queries Visibility Constrained Minimum Link Paths In Simple Polygons.
MR Zarrabi, NM Charkari
Comput. J. 66 (2), 496-507, 2023
12023
Application of an Optimization Algorithm for Calibrating Soil Bounding Surface Plasticity Models for Cyclic Loading
M Zarrabi, MM Eslami, S Yniesta
International Journal of Geomechanics 22 (5), 04022037, 2022
12022
Simulation of the Cyclic Response of Anisotropic Clay through Bounding Surface Viscoplasticity
M Zarrabi, Z Shi, S Yniesta, G Buscarnera
GeoVirtual2020, 2020
12020
A viscoplastic constitutive model for cyclic clay behavior
M Zarrabi
Ecole Polytechnique, Montreal (Canada), 2020
12020
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