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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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Pullout resistance mechanism of bearing reinforcement embedded in coarse-grained soils: Laboratory and field investigations

TL;DR: In this paper, the pullout resistance of bearing reinforcement in coarse-grained soils has been investigated and the effect of water content and gradation on the pull-out mechanism of the bearing reinforcement was investigated.
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Axial Pullout Resistance and Interface Direct Shear Properties of Geogrids in Pond Ash

TL;DR: In this article, a systematic experimental program was carried out to evaluate the interface direct shear strength and axial pullout resistances of four to eight different uniaxial polyester geogrids embedded in pond ash.
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Development of a void ratio-moisture ratio-net stress framework for the prediction of the volumetric behavior of unsaturated granular materials

TL;DR: In this article, a model has been developed to predict the fundamental volumetric behavior of unsaturated granular materials through loading and wetting state paths, and a loading-wetting surface was developed in a space of void ratio-moisture ratio-net stress.
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Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)

TL;DR: In this article, the thermal response of the ground in a full-scale geothermal pavements system, the first of its kind in Australasia, was investigated by using thermal response testing (TRT) data.

Factors affecting field settlement assessment and back-analysis by the asaoka and hyperbolic methods

TL;DR: In this article, the authors highlight the significance and impact of these factors on the field settlement assessment and the back-analysis of the coefficient of consolidation due to horizontal flow of soft clays and with special regard to coastal marine clays.