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Author(s):

Medium: journal article
Language(s): German
Published in: geotechnik, , n. 3, v. 34
Page(s): 169-180
DOI: 10.1002/gete.201000015
Abstract:

On the design of nailed retaining walls

Nailed retaining walls are composites consisting of soil and steel rods. They act as retaining walls and resist earth pressure. Usual design methods are based on the consideration of rigid block failure mechanisms, where the shear band and the nails intersect at nearly 90°. However, this mechanism cannot mobilize tensile forces in the nails, what is contradictory to the assumption of the existing methods. We propose a new design-method which is based on the consideration of stress within the composite and, thus, removes the afore mentioned contradiction.

Keywords:
nailed retaining wall homogenisation composite materials
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.201000015.
  • About this
    data sheet
  • Reference-ID
    10065781
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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