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    The reasons for introducing nano-silica in cementitious layer in pavement

    Access Status
    Fulltext not available
    Authors
    Rezagholilou, Alireza
    Nikraz, Hamid
    Date
    2014
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Rezagholilou, A. and Nikraz, H. 2014. The reasons for introducing nano-silica in cementitious layer in pavement. Electronic Journal of Geotechnical Engineering. 19 H: pp. 1761-1768.
    Source Title
    Electronic Journal of Geotechnical Engineering
    Additional URLs
    http://www.ejge.com/2014/Ppr2014.167mcr.pdf
    School
    Department of Petroleum Engineering
    URI
    http://hdl.handle.net/20.500.11937/43502
    Collection
    • Curtin Research Publications
    Abstract

    In pavement, improving soil engineering properties is main purpose of cement application. It is often necessary to increase characteristics of soil cement mixture such as durability, stiffness and strength, whilst reducing moisture sensitivity. In design, achieving to required level of these characteristics may need different cement content that often lead to selection of highest cement content indicated by durability tests. Apart from cost consideration, highest cement content is not necessarily the ideal one by design aspects due to subsequent shrinkage defects. Shrinkage cracking resulted by hydration reactions can cause unpleasant deformations, reduction of bearing capacity and water infiltration. In this paper, some effective and common factors on shrinkage and durability will be reviewed following general discussion on soil cement mixtures. At end, the benefits of nanotechnology product as nano-silica will be introduced in direction of obtaining design objects by optimum cement use. © 2014 ejge.

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