S
Saeid Hesami
Researcher at Babol Noshirvani University of Technology
Publications - 27
Citations - 898
Saeid Hesami is an academic researcher from Babol Noshirvani University of Technology. The author has contributed to research in topics: Asphalt & Ultimate tensile strength. The author has an hindex of 10, co-authored 22 publications receiving 604 citations.
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Effects of rice husk ash and fiber on mechanical properties of pervious concrete pavement
TL;DR: In this paper, rice husk ash (RHA) was used in order to strengthen pozzolanic cement paste and the effect of 0, 2, 4, 6, 8, 10% and 12% weight percentages as a cement replacement in concrete mixtures on the mechanical properties was studied.
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Mechanical behavior of self-compacting concrete pavements incorporating recycled tire rubber crumb and reinforced with polypropylene fiber
TL;DR: In this article, tire rubber crumbs (TRC) was used as a partial sand replacement (5, 10% and 15%) material in the mix design of self-compacting concrete.
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Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag
TL;DR: In this paper, the authors presented the results of a laboratory study which aimed to verify possibility of using electric arc furnace (EAF) steel slag (SS) in substitution of natural limestone (LS) aggregates in warm mix asphalt (WMA) mixture.
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Evaluate the mechanism of the effect of hydrated lime on moisture damage of warm mix asphalt
TL;DR: In this paper, the effects of using hydrated lime as a common anti-strip additive on moisture susceptibility of asphalt mixtures has been evaluated by determining the mechanism that affects the adhesive bond between the aggregate and asphalt binder using the surface free energy method.
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Mechanical properties of roller compacted concrete pavement containing coal waste and limestone powder as partial replacements of cement
TL;DR: In this paper, the effects of coal waste powder (CWP), coal waste ash (CWA), and limestone powder (LS) on the mechanical properties of roller compacted concrete pavement (RCCP) mixtures were determined from 7 days up to 90 days.