A theoretical and experimental study on the behaviour of lignosulfonate-treated sandy silt

Author:

Chen Qingsheng,Indraratna Buddhima,Carter John,Rujikiatkamjorn Cholachat

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. AS 1289.3.6.1. Methods of testing soils for engineering purposes. Method 3.6.1: Soil classification tests-determination of the particle size distribution of a soil-standard method of analysis by sieving. Standards Australia, Sydney, Australia; 2009.

2. AS 1289.3.6.3. Methods of testing soils for engineering purposes. Method 3.6.3: Soil classification tests-determination of the particle size distribution of a soil-standard method of analysis by using a hydrometer. Standards Australia, Sydney, Australia; 2003.

3. ASTM D 7181. Method for consolidated drained triaxial compression test for soils. ASTM international, West Conshohocken, PA, United States; 2011.

4. Athukorala R. Geotechnical characteristics of an erodible soil stabilised by lignosulfonate-analytical perspective. PhD Thesis, University of Wollongong, Australia; 2013.

5. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils;Åhnbergh;Can Geotech J,2007

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