Untersuchung zur Erddruckbeanspruchung von Winkelstützwänden

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Authors

  • Martin Achmus
  • Ahmed Rouili

External Research Organisations

  • University of Tebessa
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Details

Translated title of the contributionInvestigation on the earth pressure loading of L-shaped retaining walls
Original languageGerman
Pages942-948
Number of pages7
Volume81
Issue number12
JournalBAUTECHNIK
Publication statusPublished - 5 Jan 2005

Abstract

Due to current German regulations the structural design of the vertical wall stem of L-shaped retaining walls is based on the assumption of increased earth pressure loading, i. e. the average of active earth pressure and earth pressure at rest. In the presented paper it is shown that with this approach the resultant loading is in most cases overestimated. The influence of the most important parameters is investigated by a numerical model. Based on the results, a simple method for a more accurate estimation of the resultant loading is proposed.

ASJC Scopus subject areas

Cite this

Untersuchung zur Erddruckbeanspruchung von Winkelstützwänden. / Achmus, Martin; Rouili, Ahmed.
In: BAUTECHNIK, Vol. 81, No. 12, 05.01.2005, p. 942-948.

Research output: Contribution to specialist publicationContribution in non-scientific journalTransfer

Achmus M, Rouili A. Untersuchung zur Erddruckbeanspruchung von Winkelstützwänden. BAUTECHNIK. 2005 Jan 5;81(12):942-948. doi: 10.1002/bate.200590007
Achmus, Martin ; Rouili, Ahmed. / Untersuchung zur Erddruckbeanspruchung von Winkelstützwänden. In: BAUTECHNIK. 2005 ; Vol. 81, No. 12. pp. 942-948.
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