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Farhad Aslani

Researcher at University of Western Australia

Publications -  204
Citations -  5965

Farhad Aslani is an academic researcher from University of Western Australia. The author has contributed to research in topics: Compressive strength & Flexural strength. The author has an hindex of 31, co-authored 177 publications receiving 3289 citations. Previous affiliations of Farhad Aslani include Edith Cowan University & University of New South Wales.

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Development of high-performance self-compacting concrete using waste recycled concrete aggregates and rubber granules

TL;DR: In this article, the fresh and hardened properties of different forms of self-compacting concrete were investigated in accordance with the guideline provided by the European federation national representing of concrete using the slump flow, T500 and J-ring tests.
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Properties and utilizations of waste tire rubber in concrete: A review

TL;DR: In this paper, the authors provide a fundamental insight into the integrated applications of rubberized concrete composite materials to improve construction methods, including applications to enhance environmental sustainability of concrete structures in the construction industry.
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Modelling uniaxial compressive strength of lightweight self-compacting concrete using random forest regression

TL;DR: In this article, a beetle antennae search (BAS) algorithm based random forest (RF) model was proposed to accurately and effectively predict the uniaxial compressive strength (UCS) of self-compacting concrete (LWSCC).
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A review on recent advancement of electromagnetic interference shielding novel metallic materials and processes

TL;DR: In this paper, a review of metal-based composites for electromagnetic interference shielding is presented, where the authors analyze the variation of electrical conductivity and mechanical properties for a few of these materials.
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Compressive stress-strain model for low-calcium fly ash-based geopolymer and heat-cured Portland cement concrete

TL;DR: In this paper, the compressive strength, modulus of elasticity and stress-strain behaviour of ambient and heat-cured GPC and OPCC have been studied experimentally.