Discussions and Closures
Oct 14, 2016

Discussion of “Numerical Investigation of Geosynthetic-Reinforced Soil Bridge Abutments under Static Loading” by Yewei Zheng and Patrick J. Fox

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 4

Get full access to this article

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

Acknowledgments

The discussers appreciate the support of the National Natural Science Foundation of China (No. 41530637) and the Fundamental Research Funds for the Central Universities (No. 2015B17714).

References

Bathurst, R. J., Huang, B., and Hatami, K. (2009). “Numerical modelling of geosynthetic reinforced soil walls.” Linear and non linear numerical analysis of foundations, J. Bull, ed., Taylor & Francis, London, 131–157.
Boscardin, M. D., Selig, E. T., Lin, R. S., and Yang, G. R. (1990). “Hyperbolic parameters for compacted soils.” J. Geotech. Eng., 88–104.
Chen, J. F., and Bathurst, R. J. (2013). “Investigation of interface toe sliding of reinforced soil block face walls using FLAC.” Proc., Continuum and Distinct Element Numerical Modeling in Geomechanics, Itasca, Minneapolis, 4–5.
Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). “Strength, stress strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.”, Univ. of California, Berkeley, CA.
FLAC version 7.0 [Computer software]. Itasca Consulting Group, Minneapolis.
Frost, J. D., and Park, J. (2003). “A critical assessment of the moist tamping technique.” Geotech. Test. J., 26(1), 1–14.
Georgiadis, K., Potts, D. M., and Zdravkovic, L. (2004). “Modelling the shear strength of soils in the general stress space.” Comput. Geotech., 31(5), 357–364.
Hanna, A. (2001). “Determination of plane-strain shear strength of sand from the results of triaxial tests.” Can. Geotech. J., 38(6), 1231–1240.
Hatami, K., and Bathurst, R. J. (2005). “Development and verification of a numerical model for the analysis of geosynthetic reinforced soil segmental walls under working stress conditions.” Can. Geotech. J., 42(4), 1066–1085.
Hatami, K., and Bathurst, R. J. (2006). “A numerical model for reinforced soil segmental walls under surcharge loading.” J. Geotech. Geoenviron. Eng., 673–684.
Huang, B., Bathurst, R., and Hatami, K. (2009). “Numerical study of reinforced soil segmental walls using three different constitutive soil models.” J. Geotech. Geoenviron. Eng., 1486–1498.
Huang, B., Bathurst, R. J., and Hatami, K. (2010). “Influence of toe restraint on reinforced soil segmental walls.” Can. Geotech. J., 47(8), 885–904.
Zhang, K., Jung, J., and Zhang, T. (2011). “True triaxial experimental study of stress-induced anisotropy of sand.” Instrumentation, Testing, and Modeling of Soil and Rock Behavior, ASCE, Reston, VA, 186–193.
Lade, P. V., and Lee, K. L. (1976). “Engineering properties of soils.”, Univ. of California, Los Angeles.
Lee, W. F. (2000). “Internal stability analyses of geosynthetic reinforced retaining walls.” Ph.D. dissertation, Univ. of Washington, Seattle.
Tatsuoka, F., Siddiquee, M. S. A., Park, C., Sakamoto, M., and Abe, F. (1993). “Modelling stress-strain relations of sand.” Soils Found., 33(2), 60–81.
Wroth, C. P. (1984). “The interpretation of in situ soil tests.” Geotechnique, 34(4), 449–489.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 4April 2017

History

Received: May 11, 2016
Accepted: Jun 10, 2016
Published online: Oct 14, 2016
Discussion open until: Mar 14, 2017
Published in print: Apr 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Kunyong Zhang [email protected]
Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai Univ., #1 Xikang Rd., Jiangsu, Nanjing 210098, P.R. China. E-mail: [email protected]
Frederick Nai Charkley [email protected]
Ph.D. Student, Geotechnical Research Institute, Hohai Univ., #1 Xikang Rd., Nanjing, Jiangsu 210098, P.R. China (corresponding author). E-mail: [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