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    Evaluation of fiberglass derived three dimensional geomaterial for problematic soil applications

    Access Status
    Fulltext not available
    Authors
    Mujah, Donovan
    Hazarika, H.
    Ahmad, F.
    Rahman, Ekhlasur
    Date
    2013
    Type
    Conference Paper
    
    Metadata
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    Citation
    Mujah, Donovan and Hazarika, Hemanta and Ahmad, Fauziah and Rahman, Ekhlasur. 2013. Evaluation of fiberglass derived three dimensional geomaterial for problematic soil applications, in Hossain, Z. and Shahin, S. (ed), Geotechnique, Construction Materials and Environment, Nov 13-15 2013, pp. 148-153. Nagoya, Japan: GEOMATE International Society.
    Source Title
    Proceedings of the 3rd International Conference of GEOMATE
    Source Conference
    Geotechnique, Construction Materials and Environment
    ISBN
    978-4-9905958-2-1
    School
    Sarawak Malaysia
    URI
    http://hdl.handle.net/20.500.11937/34552
    Collection
    • Curtin Research Publications
    Abstract

    This research was aimed to study the potential reuse of recycled glass fiber-derived three dimensional geomaterial obtained from industrial glass fiber wastes to innovate a sustainable, cost-effective geosynthetic for ground improvement in problematic soil application. The ready availability, high tensile strength, lightweight and non-biodegradable characteristics of glass fibers further elevate their advantages as compared to the presently adopted geosynthetics in soft soil reinforcement condition. In this study, mechanical properties of rectangular strip shape, ‘8’ shape and bolted screw ‘8’ shape samples and pullout resistance force of glass fibers geomaterials were investigated by considering glass fibers’ layer thickness, shape formation and orientation in a laboratory scale model. It was observed that the tensile and yield strengths of overall geomaterial samples significantly increase as strip layers thickness increase. Results from both the tensile strength and pullout resistance force indicated similar trend of increasing in strength values with test conducted using other type of geosynthetics in various soil media to simulate the action of different soil conditions at real sites.

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