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Nima Farzadnia

Researcher at Hunan University

Publications -  50
Citations -  3212

Nima Farzadnia is an academic researcher from Hunan University. The author has contributed to research in topics: Compressive strength & Cement. The author has an hindex of 24, co-authored 46 publications receiving 1933 citations. Previous affiliations of Nima Farzadnia include University of Tennessee & Universiti Putra Malaysia.

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Properties and applications of foamed concrete; a review

TL;DR: Foamed concrete possesses characteristics such as high strength-to-weight ratio and low density as discussed by the authors, which reduces dead loads on the structure and foundation, contributes to energy conservation, and lowers the labor cost during construction.
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Autogenous shrinkage of high performance concrete: A review

TL;DR: In this paper, the mechanism of autogenous shrinkage of high performance concrete and influential factors in its development are discussed, and the effects of SCMs on autogeneous shrinkage, relationship between different types of shrinkage and auto-shrinkage as well as the effect of internal curing on auto-shrinkage are investigated.
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A review on use of limestone powder in cement-based materials: Mechanism, hydration and microstructures

TL;DR: Limestone powder has been widely used in cement-based materials; and reportedly, can influence their properties by filler, nucleation, dilution and chemical effects as mentioned in this paper. But, the action mechanism of LS mainly depends on its particle size and amount.
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Microstructural changes in alkali-activated slag mortars induced by accelerated carbonation

TL;DR: In this paper, microstructural changes in alkali-activated slag (AAS) mortars after carbonation using XRD, FTIR, DTG, 1 H NMR and SEM examinations were investigated.
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Stabilization of residual soil using SiO2 nanoparticles and cement

TL;DR: In this article, an experimental study was performed to determine the effect of SiO2 nanoparticles on consistency, compaction, hydraulic conductivity, and compressive strength of cement-treated residual soil.