New Perspectives on Bentonite Hydration and Shear Strength of GCL-Sand Interfaces Based on Particle Shape Characterizations-Reference-Cited by-同舟云学术

New Perspectives on Bentonite Hydration and Shear Strength of GCL-Sand Interfaces Based on Particle Shape Characterizations

Published:2022-03-27 Issue:2 Volume:8 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Pillai Anjali G.,Gali Madhavi Latha^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40891-022-00366-2.pdf

Reference39 articles.

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2. Guyonnet D, Touze-Foltz N, Norotte V et al (2009) Performance-based indicators for controlling geosynthetic clay liners in landfill applications. Geotext Geomembr 27:321–331. https://doi.org/10.1016/j.geotexmem.2009.02.002

3. Fox PJ, Stark TD (2015) State-of-the-art report: GCL shear strength and its measurement—ten-year update. Geosynth Int 22:3–47. https://doi.org/10.1680/gein.14.00030

4. Gilbert RB, Fernandez F, Horsfield DW (1997) Closure to “shear strength of reinforced geosynthetic clay liner” by Robert B. Gilbert, Federico Fernandez, and David W Horsfield. J Geotech Geoenviron Eng 123:1179–1180. https://doi.org/10.1061/(asce)1090-0241(1997)123:12(1179)

5. Ghazizadeh S, Bareither CA (2020) Temperature effects on internal shear behavior in reinforced GCLs. J Geotech Geoenviron Eng 146:04019124. https://doi.org/10.1061/(asce)gt.1943-5606.0002193

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