M
Majidreza Nazem
Researcher at RMIT University
Publications - 93
Citations - 1886
Majidreza Nazem is an academic researcher from RMIT University. The author has contributed to research in topics: Finite element method & Geomechanics. The author has an hindex of 19, co-authored 81 publications receiving 1159 citations. Previous affiliations of Majidreza Nazem include Australian Research Council & Ferdowsi University of Mashhad.
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Numerical analysis of a large landslide induced by coal mining subsidence
TL;DR: In this article, a coal mining induced landslide at Nattai North, Australia, is investigated as a typical case study, where the authors use numerical modeling to analyze the impact of underground mining on the stability of slopes.
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Stress integration and mesh refinement for large deformation in geomechanics
TL;DR: In this paper, the Lagrangian-Eulerian (ALE) method is proposed to solve large deformation problems in hardening materials, where the analysis is carried out in two steps; an UL step followed by an Eulerian step, and the deformed mesh resulting from such an analysis is then used as the new mesh in the second step.
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Arbitrary Lagrangian-Eulerian method for large-strain consolidation problems
TL;DR: The ALE method as well as an updated-Lagrangian method is used to solve some classical consolidation problems involving large deformations with different constitutive laws and the results clearly show the advantage and efficiency of the ALE method.
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Improved prediction of slope stability using a hybrid stacking ensemble method based on finite element analysis and field data
TL;DR: An artificial bee colony algorithm was used to find out the best combination of base classifiers and a suitable meta-classifier from a pool of 11 individual optimized machine learning (OML) algorithms to enhance the prediction of slope stability.
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The effect of rock mass gradual deterioration on the mechanism of post-mining subsidence over shallow abandoned coal mines
TL;DR: In this article, the effect of gradual deterioration on the long-term stability of shallow abandoned room and pillar coal mines is investigated, and a simple quantitative approach is proposed to incorporate the effects of deterioration in numerical modelling.