Effect of normal stress during hydration and shear on the shear strength of GCL/textured geomembrane interfaces

ASTM Special Technical Publication

Volumn 1308, Issue , 1997, Pages 55-70

  Hewitt, Robert D ^a   Soydemir, Cetin ^a   Stulgis, Richard P ^a   Coombs, Matthew T ^b  

^a HALEY AND ALDRICH INC   (United States)

^b TUFTS UNIVERSITY   (United States)

Author keywords

GCL; Geosynthetic clay liner; Hydration; Interface shear; Inundation

Indexed keywords

EID: 5544231422     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp11794s     Document Type: Article

References (5)

1. Stulgis, R. P., Soydemir, C., Telgener, R. J., and Hewitt, R. D., "Use of Geosynthetics in 'Piggyback Landfills'": A Case Study," Procedings of GRI Conference, January 1995.
2. Daniel, D. E. "Soil Barrier Layers Versus Geosynthetic Barriers in Landfill Cover Systems," in Proc. Landfill Closures...Environmental Protection and Land Recovery, Ed. R. Jeffrey Dunn and Singh, Udai P., Geotechnical Special Publication No. 53, 23-27 October 1995.
3. Stark, Timothy D. and Poeppel, Alan R. "Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests," ASCE Journal of Geotechnical Engineering, vol. 120, no. 3, March 1994.
4. Gilbert, R. B., Fernandez, R, and Horsfield, D. "Shear Strength of a Reinforced Geosynthetic Clay Liner," submitted to the ASCE Journal of Geotechnical Engineering.
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," Proceedings of Geosynthetics '93, Vancouver, B. C.,