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An Assessment of the Resistance of Tensar SR2 to Physical Damage during the Construction and Testing of a Reinforced Soil Wall

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The Application of Polymeric Reinforcement in Soil Retaining Structures

Part of the book series: NATO ASI Series ((NSSE,volume 147))

Abstract

Damage during construction procedures is one of the factors affecting the physical properties of geotextiles and related products used to reinforce soil structures.

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References

  1. Department of Transport: Specification for Road and Bridge Works, London, 1976.

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  2. McGown, A, Andrawes, KZ, Yeo, KC and DuBois, D. The load-strain-time behaviour of ‘Tensar’ geogrids: Polymer grid reinforcement, Thomas Telford Limited, London, 1985.

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  3. Test Methods and physical properties of ‘Tensar’ geogrids: Netlon Limited, 1986.

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© 1988 Kluwer Academic Publishers

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Bush, D.I., Swan, D.B.G. (1988). An Assessment of the Resistance of Tensar SR2 to Physical Damage during the Construction and Testing of a Reinforced Soil Wall. In: Jarrett, P.M., McGown, A. (eds) The Application of Polymeric Reinforcement in Soil Retaining Structures. NATO ASI Series, vol 147. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-1405-6_5

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  • DOI: https://doi.org/10.1007/978-94-009-1405-6_5

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-7128-4

  • Online ISBN: 978-94-009-1405-6

  • eBook Packages: Springer Book Archive

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