Discussions and Closures
Apr 26, 2017

Discussion of “Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion” by C. Chen, L. M. Zhang, and D. S. Chang

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 9
First page of PDF

Get full access to this article

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

References

Carraro, J. A. H., Prezzi, M., and Salgado, R. (2009). “Shear strength and stiffness of sands containing plastic or nonplastic fines.” J. Geotech. Geoenviron. Eng., 1167–1178.
Chang, D. S., and Zhang, L. M. (2011). “A stress-controlled erosion apparatus for studying internal erosion in soils.” Geotech. Test. J., 34(6), 579–589.
Fam, M. A., Cascante, G., and Dusseault, M. B. (2002). “Large and small strain properties of sands subjected to local void increase.” J. Geotech. Geoenviron. Eng., 1018–1025.
Ke, L., and Takahashi, A. (2011). “Strength reduction of gap-graded cohesionless soil due to internal erosion.” Proc., 5th Asia-Pacific Conf. on Unsaturated Soils, A. Jotisankasa, ed., Curran Associates, Red Hook, New York, 1, 203–208.
Ke, L., and Takahashi, A. (2012). “Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow.” Soils Found., 52(4), 698–711.
Ke, L., and Takahashi, A. (2014). “Triaxial erosion test for evaluation of mechanical consequences of internal erosion.” Geotech. Test. J., 37(2), 347–364.
Ke, L., and Takahashi, A. (2015). “Drained monotonic responses of suffusional cohesionless soils.” J. Geotech. Geoenviron. Eng., 04015033.
Kelly, D., McDougall, J., and Barreto, D. (2012). “Effect of particle loss on soil behaviour.” Proc., 6th Int. Conf. on Scour and Erosion, Publications S.H.F., Paris, 639–646.
McDougall, J., Kelly, D., and Barreto, D. (2013). “Particle loss and volume change on dissolution: Experimental results and analysis of particle size and amount effects.” Acta Geotechnica, 8(6), 619–627.
Murthy, T. G., Loukidis, D., Carraro, J. A. H., Prezzi, M., and Salgado, R. (2007). “Undrained monotonic response of clean and silty sands.” Géotechnique, 57(3), 273–288.
Ni, Q., Tan, T. S., Dasari, G. R., and Hight, D. W. (2004). “Contribution of fines to the compressive strength of mixed soils.” Géotechnique, 54(9), 561–569.
Scholtès, L., Hicher, P. Y., and Sibille, L. (2010). “Multiscale approaches to describe mechanical responses induced by particle removal in granular materials.” C. R. Méc., 338(10), 627–638.
Shin, H., and Santamarina, J. C. (2009). “Mineral dissolution and the evolution of k0.” J. Geotech. Geoenviron. Eng., 1141–1147.
Thevanayagam, S. (2007). “Intergrain contact density indices for granular mixes. I: Framework.” Earthquake Eng. Vibr., 6(2), 123–134.
Thevanayagam, S., and Mohan, S. (2000). “Intergranular state variables and stress-strain behaviour of silty sands.” Geotechnique, 50(1), 1–23.
Truong, Q. H., Eom, Y. H., and Lee, J. S. (2010). “Stiffness characteristics of soluble mixtures.” Geotechnique, 60(4), 293–297.
Wood, D. M., Maeda, K., and Nukudani, E. (2010). “Modelling mechanical consequences of erosion.” Geotechnique, 60(6), 447–457.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 9September 2017

History

Received: Sep 20, 2016
Accepted: Dec 6, 2016
Published online: Apr 26, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 26, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Amirhassan Mehdizadeh [email protected]
Ph.D. Candidate in Geotechnical Engineering, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. E-mail: [email protected]
Senior Lecturer in Geotechnical Engineering, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3052, Australia (corresponding author). ORCID: https://orcid.org/0000-0002-9231-8598. E-mail: [email protected]
Robert Evans, Ph.D. [email protected]
Senior Lecturer in Geotechnical Engineering, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. 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