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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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Earth pressures on the trenched HDPE pipes in fine-grained soils during construction phase: Full-scale field trial and finite element modeling
TL;DR: In this paper, the effect of construction on the earth pressures around HDPE pipes buried in fine-grained backfills has not been well understood, and two empirical equations were proposed, based on the numerical results, for predicting the earth pressure at the top and the springline of the pipes during the construction phase.
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Observational method of assessing improvement of marine clay
TL;DR: The ongoing Changi East Reclamation Project in Singapore consists of land reclamation and ground improvement works of the foreshore for the future expansion of the Changi International airport and associated facilities as discussed by the authors.
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Analysis of a tunnel failure caused by leakage of the shield tail seal system
TL;DR: In this paper, the authors present an analysis of a tunnel failure accident during shield tunnel construction on Foshan Metro Line 2 in China, which is caused by the leakage of the multilayer seal system, which consists of several brush seals at the tail of the shield.
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Evaluation of interface shear strength properties of geogrid reinforced foamed recycled glass using a large-scale direct shear testing apparatus
Arul Arulrajah,Suksun Horpibulsuk,Farshid Maghoolpilehrood,Wisanukorn Samingthong,Yan-Jun Du,Shui-Long Shen +5 more
TL;DR: In this paper, the interface shear strength properties of geogrid reinforced recycled foamed glass (FG) were determined using a large-scale direct shear test (DST) apparatus.
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Laboratory Validation of Ultra-Soft Soil Deformation Model
TL;DR: In this article, the authors proposed three compression indices for ultra-soft soil with large strain deformation under one-dimensional compression with little or no gain in effective stress, which does not comply with Terzaghi's effective stress gain theory.