ABSTRACT: Giroud [Geosynthetics International, 2, No. 3, 635–641, 1995] presented expressions for the strain within a geosynthetic layer assuming it to take the shape of a circular or parabolic arc. A more realistic situation would be one in which the deflected shape consists of both circular and parabolic arcs. This technical note presents an expression for the geosynthetic strain for a combination of parabolic and circular shapes of the deflected geosynthetic, which is commonly observed in many field applications of geosynthetics. The special simplified cases of this general equation, expected in field situations, are discussed in detail. The variation of geosynthetic strain with relative deflection, defined as a ratio of rut depth (maximum deflection, r) to the initial length (L0) of the geosynthetic, is presented to show the application limits of special simplified cases of the general equation. It is observed that the geosynthetic strain significantly depends on the shape of the deflected geosynthetic, especially at large rut depths. It is therefore recommended that the deflected geosynthetic shape considered must be exactly the same as the one observed or expected in the field application under consideration, especially at large strain levels. It is also shown that the approximate expression presented by Giroud holds for all possible shapes considered in this note, for small strains.
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October 2009
Research Article|
October 01 2009
A general expression for geosynthetic strain due to deflection
S.K. Shukla;
S.K. Shukla
1
Associate Professor, Department of Civil Engineering, Institute of Technology, Banaras Hindu University, Varanasi 221 005, India; also Senior Lecturer and Coordinator, Discipline of Civil Engineering, School of Engineering, Edith Cowan Unviersity, Joondalup, Perth, Western Australia 6027; and also Adjunct Associate Professor, School of Engineering and Physical Sciences, James Cook University, Townsville, Queensland 4811 Australia, Telephone: +61 8 6304 2632, Telefax: +61 8 6304 5811, E-mail: skshukla@ecu.edu.au
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N. Sivakugan
N. Sivakugan
2
Associate Professor and Head, Discipline of Civil and Environmental Engineering, School of Engineering and Physical Sciences, James Cook University, Townsville, Queensland 4811, Australia, Telephone: +61 7 4781 4431, Telefax: +61 7 4781 6788, E-mail: siva.sivakugan@jcu.edu.au
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Publisher: Emerald Publishing
Received:
July 22 2008
Revision Received:
April 01 2009
Accepted:
April 07 2009
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2009 Thomas Telford Ltd
2009
Geosynthetics International (2009) 16 (5): 402–407.
Article history
Received:
July 22 2008
Revision Received:
April 01 2009
Accepted:
April 07 2009
Citation
Shukla S, Sivakugan N (2009), "A general expression for geosynthetic strain due to deflection". Geosynthetics International, Vol. 16 No. 5 pp. 402–407, doi: https://doi.org/10.1680/gein.2009.16.5.402
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