Relationship between NP GCL Internal and HDPE GMX/NP GCL Interface Shear Strengths
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 8
Abstract
An investigation was conducted on the relationship between the internal shear strength of hydrated needle-punched (NP) geosynthetic clay liners (GCLs) and the interface shear strength between hydrated NP GCLs (nonwoven side) and high-density polyethylene (HDPE) textured geomembranes (GMXs). New large-scale direct shear data are presented and compared to previous results obtained using similar materials and procedures. The data indicate that both GCLs and GMX/GCL interfaces display large postpeak strength reduction, even at high normal stress. Peak and large-displacement failure envelopes are nonlinear; except for the GCL internal residual strength envelope, which passes through the origin and has a friction angle of 4.8°. GMX/GCL interfaces can be expected to have lower peak strengths and higher large-displacement strengths than GCL internal shear specimens. However, the failure mode for GMX/GCL specimens can change from interface shear to GCL internal shear as normal stress increases. Design for peak strength conditions should be based on the lowest peak strength interface in a liner system, and design for large displacement conditions should be on the basis of the residual strength of the same interface.
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Acknowledgments
Financial support for this investigation was provided by Grant No. UNSPECIFIEDCMMI-0800030 from the Geotechnical Engineering Program of the U.S. National Science Foundation and by a grant from CETCO of Hoffman Estates, Illinois. Geosynthetic materials were provided by CETCO and Agru America of Georgetown, South Carolina. This support is gratefully acknowledged. The writers thank Peter Chiu, Robert Kim, Michael Rowland, John Scheithe, and Eric Triplett, who conducted the previous research presented in this paper, and Alexander Stern, who assisted with the current experimental work. Review comments from Christos Athanassopoulos of CETCO are greatly appreciated.
References
ASTM. (2011) “Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners.” D6496, West Conshohocken, PA.
Byrne, R. J. (1994). “Design issues with strain-softening interfaces in landfill liners.” Proc., Waste Tech ’94, Charleston, SC, 1–26.
Chiu, P., and Fox, P. J. (2004). “Internal and interface shear strengths of unreinforced and needle-punched geosynthetic clay liners.” Geosynth. Int., 11(3), 176–199.
Daniel, D. E., Koerner, R. M., Bonaparte, R., Landreth, R. E., Carson, D. A., and Scranton, H. B. (1998). “Slope stability of geosynthetic clay liner test plots.” J. Geotech. Geoenviron. Eng., 124(7), 628–637.
Dixon, N., Jones, D. R. V., and Fowmes, G. J. (2006). “Interface shear strength variability and its use in reliability-based landfill stability analysis.” Geosynth. Int., 13(1), 1–14.
Eid, H. T. (2002). “Interactive shear strength behavior of landfill composite liner system components.” Proc., 7th Int. Conf. on Geosynthetics, BalkemaRotterdam, Netherlands, 2, 587–590.
Eid, H. T., Stark, T. D., and Doerfler, C. K. (1999). “Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner.” Geosynth. Int., 6(3), 219–239.
Fox, P. J., and Kim, R. H. (2008). “Effect of progressive failure on measured shear strength of geomembrane/GCL interface.” J. Geotech. Geoenviron. Eng., 134(4), 459–469.
Fox, P. J., Nye, C. J., Morrison, T. C., Hunter, J. G., and Olsta, J. T. (2006). “Large dynamic direct shear machine for geosynthetic clay liners.” Geotech. Test. J., 29(5), 392–400.
Fox, P. J., Rowland, M. G., and Scheithe, J. R. (1998). “Internal shear strength of three geosynthetic clay liners.” J. Geotech. Geoenviron. Eng., 124(10), 933–944.
Fox, P. J., Rowland, M. G., Scheithe, J. R., Davis, K. L., Supple, M. R., and Crow, C. C. (1997). “Design and evaluation of a large direct shear machine for geosynthetic clay liners.” Geotech. Test. J., 20(3), 279–288.
Fox, P. J., and Stark, T. D. (2004). “State-of-the-art report: GCL shear strength and its measurement.” Geosynth. Int., 11(3), 141–175.
Fox, P. J., Sura, J. M., Ross, J. D., and Olsta, J. T. (2009). “Rapid shear response of a needle-punched GCL.” Proc., Geosynthetics 2009 (CD-ROM), North American Geosynthetics Society (NAGS), Albany, NY, 386–391.
Gilbert, R. B. (2001). “Peak vs. residual strength for waste containment systems.” Proc., GRI 15th Annual Geosynthetics Conf., Geosynthetic Institute (GSI), Folsom, PA, 29–39.
Gilbert, R. B., Fernandez, F., and Horsfield, D. W. (1996). “Shear strength of reinforced geosynthetic clay liner.” J. Geotech. Eng., 122(4), 259–266.
McCartney, J. S., Zornberg, J. G., Swan, R. H., Jr. (2009). “Analysis of a large database of GCL-geomembrane interface shear strength results.” J. Geotech. Geoenviron. Eng., 135(2), 209–223.
Müller-Vonmoos, M., and Løken, T. (1989). “The shearing behavior of clays.” Appl. Clay Sci., 4(2), 125–141.
Nye, C. J., and Fox, P. J. (2007). “Dynamic shear behavior of a needle-punched geosynthetic clay liner.” J. Geotech. Geoenviron. Eng., 133(8), 973–983.
Ross, J. D. (2009). “Static and dynamic shear strength of a geomembrane/geosynthetic clay liner interface.” M.S. thesis, Dept. of Civil and Environmental Engineering and Geodetic Science, Ohio State Univ., Columbus, OH.
Ross, J. D., Fox, P. J., and Olsta, J. T. (2010). “Dynamic shear testing of a geomembrane/geosynthetic clay liner interface.” Proc., 9th Int. Conf. on Geosynthetics (CD-ROM), Int. Geosynthetics Society, Jupiter, FL.
Sabatini, P. J., Griffin, L. M., Bonaparte, R., Espinoza, R. D., and Giroud, J. P. (2002). “Reliability of state of practice for selection of shear strength parameters for waste containment system stability analyses.” Geotext. Geomembr., 20(4), 241–262.
Stark, T. D., and Eid, H. T. (1996). “Shear behavior of reinforced geosynthetic clay liners.” Geosynth. Int., 3(6), 771–786.
Stark, T. D., Williamson, T. A., and Eid, H. T. (1996). “HDPE geomembrane/geotextile interface shear strength.” J. Geotech. Eng., 122(3), 197–203.
Thiel, R., Daniel, D. E., Erickson, R. B., Kavazanjian, E., Jr., and Giroud, J. P. (2001). The GSE GundSeal GCL Design Manual, GSE Lining Technologies, Inc., Houston, TX.
Triplett, E. J., and Fox, P. J. (2001). “Shear strength of HDPE geomembrane/geosynthetic clay liner interfaces.” J. Geotech. Geoenviron. Eng., 127(6), 543–552.
U. S. EPA (1996). “Rep. of 1995 workshop on geosynthetic clay liners.” EPA/600/R-96/149, Office of Research and Development, Washington, DC.
Vukelic, A., Szavits-Nossan, A., and Predrag, K. (2008). “The influence of bentonite extrusion on shear strength of GCL/geomembrane interface.” Geotext. Geomembr., 26(1), 82–90.
Zornberg, J. G., McCartney, J. S., and Swan, R. H., Jr. (2005). “Analysis of a large database of GCL internal shear strength results.” J. Geotech. Geoenviron. Eng., 131(3), 367–380.
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© 2011 American Society of Civil Engineers.
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Received: Oct 9, 2009
Accepted: Dec 6, 2010
Published online: Dec 9, 2010
Published in print: Aug 1, 2011
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