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Feasibility of Utilization of ECC Mix in Pavement Construction

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dc.contributor.author Abraham, Sarah Mariam
dc.date.accessioned 2022-12-22T10:22:00Z
dc.date.available 2022-12-22T10:22:00Z
dc.date.issued 2022-06
dc.identifier.uri https://link.springer.com/chapter/10.1007/978-981-19-1862-9_13
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/8044
dc.description.abstract Engineered cementitious composites are a class of high-performance fiber-reinforced cementitious composites with strain hardening and multiple cracking properties. The specialty of engineered cementitious composite is its tensile strain carrying capacity to be 300–500 times that of conventional concrete. Analysis results suggest that engineered cementitious composite can greatly extend the service life of the structure due to its high fatigue and ductility performance. This has led to the wide acceptability of engineered cementitious composite and has the potential to be used as an overlay, interlayer, and even as a surface course in pavement construction. The present paper discusses the advantages and disadvantages of engineered cementitious composite in comparison to conventional concrete in terms of strength and durability characteristics, life cycle costs, and field applications. It has summarized the performance of engineered cementitious composite in different courses of the pavement. In this study, an empirical relation has been derived for a relation between flexural strength and compressive strength of the engineered cementitious composite. en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject Civil Engineering en_US
dc.subject Engineered cementitious composite en_US
dc.subject Fatigue life en_US
dc.subject Ductility en_US
dc.subject Flexural strength en_US
dc.title Feasibility of Utilization of ECC Mix in Pavement Construction en_US
dc.type Book chapter en_US


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