Multi-scale characterization of retention and shrinkage behaviour of four Australian clayey soils
Author:
Affiliation:
1. Priority Research Centre for Geotechnical and Materials Modelling, The University of Newcastle, Newcastle, NSW 2308, Australia.
2. Laboratoire SIAME, Université de Pau et des Pays de l’Adour, France.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2015-0145
Reference62 articles.
1. AFNOR. 1999. Qualité des sols. Méthodes chimiques. Détermination de la capacité d’échange cationique (CEC) et des cations extractives. French standard-NF X 31-130, Paris.
2. The fabric of a clay soil under controlled mechanical and hydraulic stress states
3. Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting
4. AS 1289.7.1.1. 1992. Methods for testing soils for engineering purposes. Method 7.1.1: determination of the shrinkage index of a soil; shrink swell index. Australian standard AS 1289.7.1.1. Standards Australia, Sydney, NSW, Australia.
5. Effective Stress in Clays of Various Mineralogy
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