Discussions and Closures
Aug 30, 2018

Discussion of “Stiffness of Soil–Geosynthetic Composite under Small Displacements: I. Model Development” by Jorge G. Zornberg, Gholam H. Roodi, and Ranjiv Gupta

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 11
First page of PDF

Get full access to this article

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

Acknowledgments

Disclaimer

The views presented are those of the discusser and are not necessarily those of the US Army Corps of Engineers.

References

Christopher, B. R., and R. D. Holtz. 1985. Geotextile engineering manual. Washington, DC: Federal Highway Administration.
Department of the Army and Air Force. 1995. Engineering use of geotextiles. Fort Belvoir, VA: Army Publishing Directorate.
Haliburton, T. A., J. D. Lawmaster, and V. C. McGuffey. 1981. Use of engineering fabrics in transportation related applications. Washington, DC: Federal Highway Administration.
Holtz, R. D., B. R. Christopher, and R. R. Berg. 1997. Geosynthetic engineering. Richmond, Canada: BiTech Publishers.
Holtz, R. D., B. R. Christopher, and R. R. Berg. 2008. Geosynthetic design and construction guidelines. Washington, DC: Federal Highway Administration, National Highway Institute.
Leshchinski, D., O. Leshchinsky, B. Zelenko, and J. Horne. 2016. Limit equilibrium design framework for MSE structures with extensible reinforcement. Washington, DC: Federal Highway Administration.
Shewbridge, S. E., and N. Sitar. 1985. The influence of fiber properties on the deformation characteristics of fiber-soil composites. Berkeley, CA: Univ. of California.
Shewbridge, S. E., and N. Sitar. 1989. “Deformation characteristics of reinforced sand in direct shear.” J. Geotech. Eng. 115 (8): 1134–1147. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:8(1134).
Shewbridge, S. E., and N. Sitar. 1990. “Deformation-based model for reinforced sand.” J. Geotech. Eng. 116 (7): 1153–1170. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:7(1153).
Shewbridge, S. E., and N. Sitar. 1991. “Closure to ‘Deformation characteristics of reinforced sand in direct shear’ by Scott E. Shewbridge and Nicholas Sitar.” J. Geotech. Eng. 117 (11): 1812–1817. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:11(1812.2).
Shewbridge, S. E., and N. Sitar. 1992. “Shear zone formation and slope stability analysis.” In Proc., Stability and Performances of Slopes and Embankments II, 358–370. New York: ASCE.
Shewbridge, S. E., and N. Sitar. 1996. “Formation of shear zones in reinforced soil.” J. Geotech. Eng. 122 (11): 873–885. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:11(873).
USACE. 2018. Evaluation, design and construction of levees. Washington, DC: USACE.
USACE, Naval Facilities Command, and Air Force Civil Engineer Support Agency. 2004. Engineering use of geotextiles. Washington, DC: Department of Defense.
Zornberg, J. G. 2002. “Discrete framework for limit equilibrium analysis of fibre-reinforced soil.” Géotechnique 52 (8): 593–604. https://doi.org/10.1680/geot.2002.52.8.593.
Zornberg, J. G. 2007. “New horizons in reinforced soil technology.” In Vol. 1 of Proc., 5th Int. Symp. on Earth Reinforcement, edited by J. Otani, Y. Miyata, and T. Mukunoki, 25–44. London: Taylor & Francis.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 11November 2018

History

Received: Dec 4, 2017
Accepted: Feb 8, 2018
Published online: Aug 30, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 30, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

P.E.
G.E.
Geotechnical and Risk Specialist, Risk Management Center, Institute for Water Resources, US Army Corps of Engineers, 12596 W. Bayaud Ave., Suite 400, Lakewood, CO 80228. ORCID: https://orcid.org/0000-0002-2681-8703. Email: [email protected]

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.

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