DISCUSSIONS AND CLOSURES
Oct 1, 2006

Closure to “Analysis of a Large Database of GCL Internal Shear Strength Results” by Jorge G. Zornberg, John S. McCartney, and Robert H. Swan Jr.

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 10
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Berard, J. F. (1997). “Evaluation of needle-punched GCL’s internal friction.” Proc., Geosynthetics ’97, 35l–362.
Eichenauer, T., and Reither, P. (2002). “Comparison of different shear tests for GCLs and the use of these data in design.” Clay geosynthetic barriers, H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets & Zeitlinger, Lisse, The Netherlands, 119–125.
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.” Geosynthet. Int., 6(3), 219–239.
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.
Gilbert, R. B., Scranton, H. B., and Daniel, D. E. (1997). “Shear strength testing for geosynthetic clay liners.” Testing and acceptance criteria for geosynthetic clay liners, ASTM STP 1308, L. W. Well, ed., ASTM, West Conshohoken, Pa., 121–138.
Heerten, G., Saathoff, F., Scheu, C., and von Maubeuge, K. P. (1995). “On the long-term shear behavior of geosynthetic clay liners (GCLs) in capping sealing systems.” Geosynthetic clay liners, R. M. Koerner, E. Gartung, and H. Zanzinger, eds., Balkema, Rotterdam, The Netherlands, 141–150.
Mackey, R. E., and von Maubeuge, K. P. (1999). “Peel testing of needle punched geosynthetic clay liners’ test procedure, interpretation and test results.” Proc., Geosynthetics ’99, 195–200.
Olsta, J., and Crosson, L. (1999). “Geosynthetic clay liner peel index test correlation to direct shear.” Proc., Sardinia’99, 7th Int. Waste Management and Landfill Symp., S. Margherita di Pula, Cagliari, Italy.
Richardson, G. N. (1997). “GCL internal shear strength requirements.” Geotechnical fabrics report, 15(2), 20–25.
von Maubeuge, K. P., and Eberle, M. A. (1998). “Can geosynthetic clay liners be used on slopes to achieve long-term stability?” Proc., 3rd Int. Congress on Environmental Geotechnics, 1, 375–380.
von Maubeuge, K. P., and Ehrenberg, H. (2000). “Comparison of peel bond and shear tensile test methods for needle-punched geosynthetic clay liners.” Geotext. Geomembr., 18(2–4), 203–214.
von Maubeuge, K. P., and Lucas, S. N. (2002). “Peel and shear test comparison and geosynthetic clay liner shear strength correlation.” Clay geosynthetic barriers, H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets & Zeitlinger, Lisse, The Netherlands, 105–110.
Zornberg, J. G., McCartney, J. S., and Swan Jr., R. H. (2005). “Analysis of a large database of GCL internal shear strength results.” J. Geotech. Geoenviron. Eng., 131(3), 367–380.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 10October 2006
Pages: 1376 - 1379

History

Published online: Oct 1, 2006
Published in print: Oct 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Jorge G. Zornberg
Fluor Centennial Associate Professor, Univ. of Texas at Austin, Austin, TX 78712.
John S. McCartney
Graduate Student, Univ. of Texas at Austin, Austin, TX 78712.
Robert H. Swan Jr.
President and CEO, SGI Testing Services, Atlanta, GA.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share