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  4. On the swelling behavior of shallow Opalinus Clay shale
 
conference paper

On the swelling behavior of shallow Opalinus Clay shale

Crisci, Eleonora  
•
Ferrari, Alessio  
•
Giger, Silvio
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August 23, 2018
Proceedings of the 7th International Conference on Unsaturated Soils
7th International Conference on Unsaturated Soils

The Opalinus Clay shale is the selected geological formation for the construction of a deep geological repository in Switzerland. The geomaterial will experience cyclic drying and wetting paths during different stages of the repository lifetime. The shale, characterized by transversely isotropic behaviour, has the capacity to swell/shrink upon suction variation. The impact of suction variation on the shale behavior is therefore of interest. This paper presents the results on a shallow sourced sample, subjected to a complete hydric cycle in a wide range of applied suction (from ≈0 to 300 MPa). The results highlight the anisotropy in the shale strains and its evolution during the cycle, while slight irreversible strains cumulate.

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Type
conference paper
Author(s)
Crisci, Eleonora  
Ferrari, Alessio  
Giger, Silvio
Laloui, Lyesse  
Date Issued

2018-08-23

Published in
Proceedings of the 7th International Conference on Unsaturated Soils
Total of pages

4

URL

Full text

http://gcf-conf.ust.hk/unsat2018/paper/pdf/1d-2.UNSAT2018_230.pdf
Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMS  
Event nameEvent placeEvent date
7th International Conference on Unsaturated Soils

HKUST, Hong Kong

August, 3-5, 2018

Available on Infoscience
August 23, 2018
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/147927
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