Internal Shear Strength of Three Geosynthetic Clay Liners-Reference-Cited by-同舟云学术

Internal Shear Strength of Three Geosynthetic Clay Liners

Published:1998-10 Issue:10 Volume:124 Page:933-944
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:Journal of Geotechnical and Geoenvironmental Engineering

Author:

Fox Patrick J.,Rowland Michael G.,Scheithe John R.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%281998%29124%3A10%28933%29

Reference25 articles.

1. ASTM. (1996). “Standard test method for direct shear test of soils under consolidated drained conditions.” Annual book of ASTM standards ASTM D 3080 Vol. 04.08 ASTM West Conshohocken Pa. 295–300.

2. ASTM. (1997). “Standard test method for grab breaking load and elongation of geotextiles.” Annual book of ASTM standards ASTM D 4632 Vol. 04.09 ASTM West Conshohocken Pa. 972–975.

3. Byrne R. J. (1994). “Design issues with strain-softening interfaces in landfill liners.” Proc. Waste Tech. '94 Charleston S.C. 1–26.

4. Colloid Environmental Technologies Co. (CETCO). (1995). Bentomat/Claymax technical manual . CETCO Arlington Heights Ill.

5. Daniel D. E. Shan H.Y. and Anderson J. D. (1993). “Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner.” Proc. Geosynthetics '93 Vol. 3 Industrial Fabrics Assoc. Int. Roseville Minn. 1483–1496.

Cited by 74 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems;Geotextiles and Geomembranes;2024-02

2. Digital image-based performance evaluation of GCL-sand interfaces under repeated shearing;Geosynthetics International;2022-12-01

3. A Novel Multifunctional Ring Shear Apparatus for Investigating the Interface Strength Characteristics of Liner Systems;Geotechnical Testing Journal;2022-11-23

4. Experimental study of the shear behaviour of a multilayer geosynthetic liner system;Geosynthetics International;2021-12

5. Closing repository void spaces using bentonite: does heat make a difference?;Applied Clay Science;2021-09