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Reinforcing Elements in Steep Slopes and Vertical-Faced Earth Structures — German State of the Art

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The Application of Polymeric Reinforcement in Soil Retaining Structures

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

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Abstract

The following basic variants are considered:

  1. (1)

    Earth retaining structures with wall elements as face lining and structurally connected reinforcement similar to the “Terre Armée” construction method

  2. (2)

    Same as (1), with gabion facing

  3. (3)

    Fill with reinforcing mats (fabric, vleece with tensile strength), which are folded back at the face so that the soil cannot slip out; constructed (a) as so-called bolster dam (Fig. 1) or (b) as safety measure for extremely steep slopes.

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References

  1. BERG, R.R., BONAPARTE, R. et al (1986): Design, Construction and Performance of Two Geogrid Reinforced Soil Retaining Walls. 3rd Int. Conf. on Geotextiles, Vienna, Vol. II, 401–406

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  2. INGOLD, T.S., MILLER, K.S. (1982): Analytical and Laboratory Investigations of Reinforced Clay. 2nd Int. Conf. on Geotextiles, Las Vegas, Vol. III, 587–592

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  3. JOHN, N.W.M. (1986): Geotextile Reinforced Soil Walls in a Tidal Environment. 3rd Int. Conf. on Geotextiles, Vienna, Vol. II, 331–336

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  4. WERNER, G., RESL, S. (1986): Stabilitätsmechanismen in geotextilverstärkten Erdstützkonstruktionen. 3rd Int. Conf. on Geotextiles, Vienna, Vol. II, 465–469

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© 1988 Kluwer Academic Publishers

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Floss, R. (1988). Reinforcing Elements in Steep Slopes and Vertical-Faced Earth Structures — German State of the Art. 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_22

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  • DOI: https://doi.org/10.1007/978-94-009-1405-6_22

  • 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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