Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil-Reference-Cited by-同舟云学术

Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil

Published:2015-04 Issue:2 Volume:55 Page:304-314
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Estabragh A.R.,Parsaei B.,Javadi A.A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference59 articles.

1. Cyclic swelling behaviour of clays;Al-Homoud;J. Geotech. Eng.,1995

2. Alonso, E.E. Gens, A. and Hight, D.W. , 1987. Special problem soils. General report. In: Proceedings of the 9th European Conference on Soil Mechanics and Foundation Engineering. Dublin, Vol. 3, pp. 1087–1146.

3. Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting;Alonso;Eng. Geol.,2005

4. ASTM, 2007. Standard test methods for laboratory compaction characteristics of soil using filter paper. D698. West Conshohocken, PA, USA

5. ASTM, 2010. Standard test methods for measurement of soil potential (suction) using filter paper. D5298. West Conshohocken, PA, USA

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