Abstract
The following basic variants are considered:
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(1)
Earth retaining structures with wall elements as face lining and structurally connected reinforcement similar to the “Terre Armée” construction method
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(2)
Same as (1), with gabion facing
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(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
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
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
JOHN, N.W.M. (1986): Geotextile Reinforced Soil Walls in a Tidal Environment. 3rd Int. Conf. on Geotextiles, Vienna, Vol. II, 331–336
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
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