S
S.H. Mirmoradi
Researcher at Federal University of Rio de Janeiro
Publications - 32
Citations - 916
S.H. Mirmoradi is an academic researcher from Federal University of Rio de Janeiro. The author has contributed to research in topics: Stiffness & Compaction. The author has an hindex of 12, co-authored 29 publications receiving 683 citations. Previous affiliations of S.H. Mirmoradi include University of Mazandaran & Mazandaran University of Science and Technology.
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The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete
TL;DR: In this paper, the impact of polypropylene fibers on LECA Lightweight Self-Compacting Concrete (LLSCC) performance at its fresh condition as well as its mechanical properties at the hardened condition was analyzed.
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Evaluation of the effects of facing stiffness and toe resistance on the behavior of GRS walls
Mauricio Ehrlich,S.H. Mirmoradi +1 more
TL;DR: In this article, the effects of facing stiffness and toe resistance on the behavior of GRS walls were evaluated in a facility at the Geotechnical Laboratory of COPPE/UFRJ, using block and wrapped facing types.
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Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil walls
TL;DR: In this paper, a physical model study of the influence of compaction on the behavior of geogrid-reinforced soil walls was presented, where two different types of hand-operated compactors were used: a vibrating plate and a vibratory tamper.
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Laboratory evaluation of the behavior of a geotextile reinforced clay
Reza Noorzad,S.H. Mirmoradi +1 more
TL;DR: In this article, the authors evaluate the behavior of cohesive soil reinforced with a geotextile, 144 unconfined and 72 unconsolidated-undrained (UU) triaxial compression tests were conducted.
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Numerical Evaluation of the Behavior of GRS Walls with Segmental Block Facing under Working Stress Conditions
S.H. Mirmoradi,Mauricio Ehrlich +1 more
TL;DR: In this paper, the combined effects of different controlling factors (i.e., wall height, stresses induced during backfill compaction, reinforcement stiffness, toe conditions, and facing stiffness) on the behavior of geosynthetic-reinforced soil (GRS) walls under working stress conditions were evaluated.