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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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Prediction of ground deformation during pipe-jacking considering multiple factors

TL;DR: Wang et al. as discussed by the authors presented an approach to predict ground deformation during pipe-jacking considering following factors: (i) bulkhead additive thrust; (ii) friction on jacking machine; (iii) grouting pressure; and (iv) ground loss.
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Engineering and Environmental Assessment of Recycled Construction and Demolition Materials Used with Geotextile for Permeable Pavements

TL;DR: In this article, the suitability of recycled construction and demolition (C&D) materials as alternative subbase materials for permeable pavements was investigated, and three commonly found recycled C&D waste materials, crushed brick (CB), recycled concrete aggregate (RCA), and reclaimed asphalt pavement (RAP), were investigated to assess their suitability as permeable pavement subbase material.
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Piezometer measurements of prefabricated vertical drain improvement of soft soils under land reclamation fill

TL;DR: In this article, the authors compared the performance of pore pressure monitoring data from vibrating wire piezometers and pneumatic piezometer installed in a test site in the Changi East Reclamation project in Singapore.
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Physical and mechanical properties of natural rubber modified cement paste

TL;DR: In this article, the role of the influence factors on bulk density, setting time, temperature of setting paste, compressive and flexural strengths, and toughness of NRCM pastes were also studied.
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Engineering properties of lightweight cellular cemented clay−fly ash material

TL;DR: In this article, the role of water content, cement content, air content, and fly ash replacement on the engineering properties, including unit weight, flow and strength of LCC clay−FA material, is investigated, analyzed and presented in this article.