Interface shear behaviour of tunnel backfill materials in a deep-rock nuclear waste repository in Finland-Reference-Cited by-同舟云学术

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Interface shear behaviour of tunnel backfill materials in a deep-rock nuclear waste repository in Finland

Published:2014-08 Issue:4 Volume:54 Page:777-788
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Sinnathamby Gowthaman,Korkiala-Tanttu Leena,Gallardo Forés Juan

Funder

State Nuclear Waste Management Fund

Aalto University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

1. Evaluation of a compacted bentonite/sand seal for underground waste repository isolation;Akgün;Environ. Geol.,2006

2. Geotechnical characterization and performance assessment of bentonite/sand mixtures for underground waste repository sealing;Akgün;Appl. Clay Sci.,2010

3. Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand;Bergado;Geotext. Geomembr.,2006

4. Hydromechanical behaviour of rock–bentonite interfaces under compression;Buzzi;Rock Mech. Rock Eng.,2008

5. CEN ISO/TS 17892-10, 2004. Geotechnical Investigation and Testing – Laboratory Testing of Soil. Part 10: Direct Shear Tests.

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