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  4. Analysis of multi-stage creep and swelling oedometric tests on a French marl
 
conference paper

Analysis of multi-stage creep and swelling oedometric tests on a French marl

Zhao, Jian  
•
Labiouse, Vincent  
•
Dudt, Jean-Paul  
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2010
Rock Mechanics in Civil and Environmental Engineering
European Rock Mechanics Symposium EUROCK 2010

The paper focuses on the delayed behaviour of marls induced by a change in stress state and by the effect of water. Seven experiments were conducted in oedometric cells on marl from the Arbus tunnel (France). The samples were subjected to a single loading step (i.e one-stage creep test) or to successive loading steps (i.e. multi-stage creep test) followed, after hydration, by several unloading stages. For the creep behaviour, Lemaitre’s law is found adequate to model the viscoplastic strain, but its parameters are different for one-stage and multi-stage creep tests. As for the swelling related to the unloading stages after samples hydration, an empirical hyperbolic law provides very good results. A global model that partitions the deformation during the creep and swelling stages allows to well reproduce the measured axial deformation.

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Type
conference paper
DOI
10.1201/b10550-23
Author(s)
Zhao, Jian  
Labiouse, Vincent  
Dudt, Jean-Paul  
Mathier, Jean-François  
Merah, Chafia
Mathier, Jean-François  
Labiouse, Vincent  
Date Issued

2010

Publisher

CRC Press/Balkema

Publisher place

The Netherlands

Published in
Rock Mechanics in Civil and Environmental Engineering
ISBN of the book

978-0-415-58654-2

Start page

111

End page

114

Editorial or Peer reviewed

NON-REVIEWED

Written at

EPFL

EPFL units
LMR  
Event nameEvent placeEvent date
European Rock Mechanics Symposium EUROCK 2010

EPFL, Lausanne, Switzerland

June 15-18, 2010

Available on Infoscience
June 23, 2010
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/50961
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