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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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In Situ Testing of Soft Soil at a Case Study Site with the Self-Boring Pressuremeter

TL;DR: In this paper, in situ tests were conducted using a self-boring pressuremeter test (SBPT) to determine the undrained shear strength and overconsolidation ratio of the marine clay along with some other geotechnical parameters.
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Modelling unsaturated soil-structure interfacial behavior by using DEM

TL;DR: In this paper, a series of numerical direct shear tests are conducted on a soil-structure interface under various suctions and normal stresses by using the discrete element method (DEM), and simulated macro-mechanical results match reasonably well with experimental data reported in the literature.
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Impact of Compaction Methods on Resilient Response of Unsaturated Granular Pavement Material

TL;DR: In this paper, the effect of compaction techniques on resilient behavior of compacted laboratory specimens is investigated, and it is shown that the resilient behaviour of unsaturated compacted road pavement materials is influenced by suction.
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Soil–Cement Screw Pile: Alternative Pile for Low- and Medium-Rise Buildings in Soft Bangkok Clay

TL;DR: Bored piles installed by the dry process commonly are used for low-to medium-rise buildings in the metr... as mentioned in this paper, which is a soft marine clay with high water content and low bearing capacity.
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Feasibility of producing non-fired compressed masonry units from brick clay mill residues by alkali activation

TL;DR: In this article, the authors investigated the feasibility of using the brick clay mill residues to produce non-fired masonry units by sodium hydroxide and sodium silicate solutions, and the compressive strength, linear shrinkage, bulk density and microstructure have been examined.