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Stabilisierung ungebundener Tragschichten im Straßen- und Wegebau - eine Standortbestimmung

Author(s):
Medium: journal article
Language(s): German
Published in: geotechnik, , n. 3, v. 37
Page(s): 210-213
DOI: 10.1002/gete.201400024
Abstract:

Stabilization of unbound granular layers in road constructions - defining a benchmark.

To improve the mechanical performance of unbound granular layers in road constructions, geosynthetics are used for the function of, amongst others, reinforcement by geogrids. As far as the geogrids are characterized by a suitable mechanical specification, the granular layers are reinforced even at very low deformations. For verbal and technical clarification the stabilization effect is understood as part of the reinforcement function. Tenders, bids, acceptances and contracts for products shall be worked out based on technical regulations and CE-marking documents for reinforcing products with slight additions, taking low strain and serviceability limit states into consideration. In opposite to layers mixed with binders, the water permeability is not influenced by this measure, and geogrid reinforced layers can be characterized by extraordinary ductility.

Keywords:
stabilization
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/gete.201400024.
  • About this
    data sheet
  • Reference-ID
    10070513
  • Published on:
    07/10/2014
  • Last updated on:
    21/10/2014
 
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