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Arul Arulrajah

Researcher at Swinburne University of Technology

Publications -  410
Citations -  13387

Arul Arulrajah is an academic researcher from Swinburne University of Technology. The author has contributed to research in topics: Fly ash & Compressive strength. The author has an hindex of 53, co-authored 381 publications receiving 9215 citations. Previous affiliations of Arul Arulrajah include Curtin University.

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Environmental Suitability and Carbon Footprint Savings of Recycled Tyre Crumbs for Road Applications

TL;DR: In this article, the authors present the environmental suitability of reusing crushed used tyre instead of using virgin aggregate materials for road sub-base and a carbon footprint analysis was conducted considering a sustainable approach of using such crushed tyre with recycled concrete and recycled rock.
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Cyclic behavior of semi-rigid recovered plastic blends in railway track substructure

TL;DR: In this paper, the authors evaluated the cyclic behavior of recovered plastic (RP) blended at different percentages with construction and demolition (C&D) aggregates as railway subballast capping layer Recycled concrete aggregate (RCA) and crushed brick (CB) were used as the parent C&D aggregates Multistage triaxial compression tests were initially undertaken to determine the shear strength and the effect of RP inclusion on strength characteristics
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Geothermal pavements: field observations, numerical modelling and long-term performance

TL;DR: Geothermal pavement systems as discussed by the authors use sub-surface structures to exchange heat with the ground and, thereby, provide thermal energy in addition to structural and structural support. But, they are not suitable for outdoor use.
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Steady flow in mechanically stabilised earth walls using marginal soils with geocomposites

TL;DR: In this article, a numerical analysis of unsaturated flow was conducted to assess the potential impact of each flow parameter on the hydrological conditions in an MSE wall with a geocomposite.
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Accelerated Laboratory Pavement Model Test on Cemented Base and Clay Subgrade

TL;DR: In this paper, the suitability of this testing arrangement for determining the stiffness, fatigue and permanent deformation characteristics of a pavement structure was examined by studying the properties of a granular base material stabilized with 1.5 % general blend (GB) cement-flyash and a clay subgrade material.