Strength mobilization in clays and silts-Reference-Cited by-同舟云学术

Strength mobilization in clays and silts

Published:2011-10 Issue:10 Volume:48 Page:1485-1503
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Vardanega P.J.¹,Bolton M.D.¹

Affiliation:

1. Cambridge University, Schofield Centre, Department of Engineering, High Cross, Cambridge CB3 0EL, UK.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/t11-052

Reference49 articles.

1. Direct Simple-Shear Tests on a Norwegian Quick Clay

2. BSI. 1994. Code of practice for earth retaining structures. British standard BS8002. British Standards Institution (BSI), London.

3. A laboratory study of the strength of four stiff clays

4. An interpretation of structural degradation for three natural clays

5. CEN. 2003. Eurocode 7 Geotechnical design – Part 1: General rules. Standard EN 1997–1. European Committee for Standardization (CEN), Brussels, Belgium.

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