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Deterioration and defect in concrete bridge structures: Alkali-Silica Reaction (ASR)

Noor Azam, Siti Nor Syuhaidah Hafizah and Akhshah, Muhamad Fakhrul Ikhmal and Rahim, Afikah (2023) Deterioration and defect in concrete bridge structures: Alkali-Silica Reaction (ASR). In: 3rd International Seminar of Science and Technology 2021: The Path of Sustainable Development for a Better Life, ISST 2021, 8 September 2021-9 September 2021, Palu, Central Sulawesi, Indonesia.

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Official URL: http://dx.doi.org/10.1063/5.0133520

Abstract

Natural environmental factors have a negative impact to the strength and long-term durability of a concrete bridge. In this paper, a literature review presenting a petrography analysis within crack formation of the concrete due to Alkali Silica Reaction (ASR). Due to its multiscale properties, SEM analysis is selected as means of approach to study the microstructural properties of the samples. The aim of the review is latest advancement related to the ASR with exposure to saltwater. It is known the formation of ASR can lead to expansion of gel that leads to formation of crack. Thus, it is important to study the conditions that favourable to ASR on the pH, type of aggregates, optimal temperatures as plotting ways of elimination from the additional of admixtures. In reference to several experiments and finite models, it can be concluded that more in-depth studies are needed as simulation model is using a simplified model and subjected to method of data retrieval, thus, a complete mechanism and properties is limited to be captured. The consequences from this information gap leading to inability to assess associated risk and efficiently halt the extent of damage.

Item Type:Conference or Workshop Item (Paper)
Uncontrolled Keywords:concrete bridge, Alkali Silica Reaction (ASR), data retrieval
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:108030
Deposited By: Widya Wahid
Deposited On:20 Oct 2024 07:30
Last Modified:20 Oct 2024 07:30

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