Shear strength of geomembrane–soil interface under unsaturated conditions-Reference-Cited by-同舟云学术

Shear strength of geomembrane–soil interface under unsaturated conditions

Published:2006-10 Issue:5 Volume:24 Page:274-284
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Fleming I.R.,Sharma J.S.,Jogi M.B.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference24 articles.

1. ASTM, 2004. D3080-04: Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken, USA.

2. Blümel, W., Stoewahse, C., 1998. Geosynthetic interface friction testing in Germany—Effect of test setups. In: Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, USA, pp. 447–452.

3. Slope stability of lining systems—experimental modeling of friction at geosynthetic interfaces;Briançon;Geotextiles and Geomembranes,2002

4. Role of overconsolidation on sand-geomembrane interface response and material damage evolution;DeJong;Geotextiles and Geomembranes,2005

5. Peak friction behaviour of smooth geomembrane particle interfaces;Dove;ASCE Journal of Geotechnical and Geoenvironmental Engineering,1999

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