Swelling Behavior of Bentonite-Based Backfilling Materials in Nuclear Waste Repository Conditions-Reference-Cited by-同舟云学术

Swelling Behavior of Bentonite-Based Backfilling Materials in Nuclear Waste Repository Conditions

Published:2017-01 Issue:1 Volume:21 Page:
ISSN:2153-5493
Container-title:Journal of Hazardous, Toxic, and Radioactive Waste
language:en
Short-container-title:J. Hazard. Toxic Radioact. Waste

Author:

Al-Badran Yasir¹,Baille Wiebke²,Tripathy Snehasis³,Schanz Tom⁴

Affiliation:

1. Researcher, Dept. of Highway and Transportation, College of Engineering, Al-Mustansiriya Univ., Baghdad, Iraq.

2. Researcher, Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr-Univ. Bochum, Laboratory of Foundation Engineering, Soil and Rock Mechanics, Universitätsstr. 150, 44780 Bochum, Germany (corresponding author).

3. Senior Lecturer, Geoenvironmental Research Centre, School of Engineering, Cardiff Univ., Newport Rd., Cardiff, Wales CF24 3AA, U.K.

4. Professor, Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr-Univ. Bochum, Universitätsstr. 150, 44780 Bochum, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,General Chemical Engineering,Environmental Chemistry,Environmental Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HZ.2153-5515.0000308

Reference11 articles.

1. ANDRA (Agence Nationale Pour la Gestion des Déchets Radioactifs). (2005). “Référentiel des matériaux d’un stockage de déchets à haute activité et à vie longue. Tome 4: Les matériaux à base d’argilites excavées et remaniées.” Rapport Andra No. CRPASCM040015B France (in France).

2. Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures

3. Juvankovski M. (2010). “Description of basic design for buffer.” Working Rep. 2009-131 POSIVA OY Eurajoki Finland.

4. Kunz J. Clostermann M. Schanz T. and Heimer S. (2013). “Untertägige Bauwerke unter Gebirgsbewegung–eine Herausforderung an die konstruktive Durchbildung.” Proc. RuhrGeo Tag T. Schanz ed. Vol. 55 Schriftenreihe des Lehrstuhls für Grundbau Boden- und Felsmechanik Bochum (in German).

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