Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Investigation of the Mechanical Behaviour of the Interface between Soil and Reinforcement, via Experimental and Numerical Modelling
Ethniko Metsovio Polytechnico, School of Rural and Surveying Engineering, Athens, National Technical University of Athens.
Ethniko Metsovio Polytechnico, School of Rural and Surveying Engineering, Athens, National Technical University of Athens.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0003-1935-1743
Institute of Geotechnical Engineering, ETH Hönggerberg, Zürich.
Number of Authors: 42016 (English)In: Procedia Engineering, ISSN 1877-7058, E-ISSN 1877-7058, Vol. 143, p. 419-426Article in journal (Refereed) Published
Abstract [en]

The purpose of this study is to investigate the interface properties between soil and reinforcement, via experimental and numerical modelling of reinforced slopes. In particular, several scale models were built and tested under enhanced gravity in the geotechnical drum centrifuge at ETH Zurich and corresponding prototype numerical models were analyzed via a finite element stress analysis code. Optical fibre sensors were attached on the reinforcement layers of the experimental scaled models in order to measure linear strain during the increase of the g-level, and the results were compared to linear strain that was derived by the numerical analysis of the correspondent prototype reinforced slopes. The interface between soil and reinforcement was expressed in terms of normal and shear stiffness on the soil-reinforcement boundary and different values were tested in order to achieve validation of the experimental and numerical results.

Place, publisher, year, edition, pages
2016. Vol. 143, p. 419-426
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-30578DOI: 10.1016/j.proeng.2016.06.053ISI: 000387502700053Scopus ID: 2-s2.0-84980535116Local ID: 46ef9e40-6476-4e2d-8df6-3a637f4e1298OAI: oai:DiVA.org:ltu-30578DiVA, id: diva2:1003807
Conference
International Conference on Transportation Geotechnics : Advances in Transportation Geotechnics 3 04/09/2016 - 07/09/2016
Note

Validerad; 2016; Nivå 1; 20160815 (andbra)

; Konferensartikel i tidskriftAvailable from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-07-10Bibliographically approved

Open Access in DiVA

No full text in DiVA

Other links

Publisher's full textScopus

Authority records BETA

Laue, Jan

Search in DiVA

By author/editor
Laue, Jan
By organisation
Mining and Geotechnical Engineering
In the same journal
Procedia Engineering
Geotechnical Engineering

Search outside of DiVA

GoogleGoogle Scholar

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 231 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf