The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite

The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite–sand mixture

Published:2013-04 Issue:2 Volume:53 Page:232-245
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Wang Qiong,Minh Tang Anh,Cui Yu-Jun,Delage Pierre,Barnichon Jean-Dominique,Ye Wei-Min

Funder

the SEALEX project of IRSN

the PHC Cai Yuanpei project

the National Nature Science Foundation of China

China Scholarship Council (CSC)

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference56 articles.

1. AFNOR, 1992. AFNOR NF P94-057, Soils: Investigation and Testing. Granulometric Analysis. Hydrometer Method. Association Francaise de Normalisation, France.

2. AFNOR, 1996. AFNOR NF P94-056, Soils: Investigation and Testing. Granulometric Analysis. Dry Sieving Method After Washing. Association Francaise de Normalisation, France.

3. Agus, S.S., 2005. An Experimental Study on Hydro-mechanical Characteristics of Compacted Bentonite–Sand Mixtures. Ph.D. Thesis. Weimar.

4. A method for predicting swelling pressure of compacted bentonites;Agus;Acta Geotechnica,2008

5. Measurements of suction versus water content for bentonite–sand mixtures;Agus;Canadian Geotechnical Journal,2010

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