Modeling of Excavation Damaged Zone through the strain localization approach in Boom clay

Salehnia, Fatemeh; Charlier, Robert; Sillen, Xavier; Dizier, Arnaud

doi:10.1201/b17435-55

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Modeling of Excavation Damaged Zone through the strain localization approach in Boom clay

Salehnia, Fatemeh; Charlier, Robert; Sillen, Xavier et al.

2015 • In Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014

Peer reviewed

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https://hdl.handle.net/2268/172927

DOI
10.1201/b17435-55

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Keywords :

Boom clay; strain localization; contact

Disciplines :

Civil engineering

Author, co-author :

Salehnia, Fatemeh ; Université de Liège - ULiège > Département ArGEnCo > Géomécanique et géologie de l'ingénieur

Charlier, Robert ; Université de Liège - ULiège > Département ArGEnCo > Géomécanique et géologie de l'ingénieur

Sillen, Xavier

Dizier, Arnaud

Language :

English

Title :

Modeling of Excavation Damaged Zone through the strain localization approach in Boom clay

Publication date :

2015

Event name :

The 14th international conference of the international association for computer methods and advances in geomechanics

Event organizer :

IACMAG

Event place :

Kyoto, Japan

Event date :

from 22-09-2014 to 25-09-2014

Main work title :

Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014

Publisher :

Taylor and Francis - Balkema

ISBN/EAN :

978-113800148-0

Peer reviewed :

Peer reviewed

Funders :

ONDRAF - Organisme National des Déchets Radioactifs et des Matières Fissiles Enrichies

Available on ORBi :

since 13 October 2014

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Bibliography

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Bernier, F., X. L. Li, & W. Bastiaens 2007.Twenty-five years' geotechnical observation and testing in the tertiary boom clay formation. Géotechnique 57(2): 229-237.
Chambon, R., D. Caillerie, & N. El-Hassan 1998. Onedimensional localisation studied with a second grade model. European Journal of Mechanics-A/Solids 17(4): 637-656.
Chambon, R., D. Caillerie, & T. Matsuchima 2001. Plastic continuum with microstructure, local second gradient theories for geomaterials: localization studies. International Journal of Solids and Structures 38(46): 8503- 8527.
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Mertens, J., W. Bastiaens, & B. Dehandschutter 2004. Characterisation of induced discontinuities in the boom clay around the underground excavations (urf, mol, belgium). Applied clay science 26(1): 413-428.
Mindlin, R. 1964. Micro-structure in linear elasticity. Archive for Rational Mechanics and Analysis 16(1): 51-78.
Rice, J. R. 1976. The localization of plastic deformation. Division of Engineering, Brown University.
Van Genuchten, M. T. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44(5): 892-898.
Zervos, A., P. Papanastasiou, & I. Vardoulakis 2001. Modelling of localisation and scale effect in thick-walled cylinders with gradient elastoplasticity. International Journal of Solids and Structures 38(30): 5081-5095.