Discussions and Closures
Apr 15, 2013

Closure to “Cyclic Strength of Sand under Sustained Shear Stress” by J. Yang and H. Y. Sze

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 5
First page of PDF

Get full access to this article

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

References

Been, K., Jefferies, M. G., and Hachey, J. E. (1991). “The critical state of sands.” Geotechnique, 41(3), 365–381.
Casagrande, A. (1975). “Liquefaction and cyclic deformation of sands, a critical review.” Proc., 5th Pan-American Conf. on Soil Mechanics and Foundation Engineering, 79–133.
Ishihara, K. (1996). Soil behaviour in earthquake geotechnics, Clarendon, Oxford, U.K.
Poulos, S. J. (1981). “The steady state of deformation.” J. Geotech. Engrg. Div., 107(5), 553–562.
Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). “On the yielding of soils.” Geotechnique, 8(1), 22–52.
Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics, McGraw Hill, London.
Yang, J. (2002). “Non-uniqueness of flow liquefaction line for loose sand.” Geotechnique, 52(10), 757–760.
Yang, J., and Li, X. S. (2004). “State-dependent strength of sands from the perspective of unified modeling.” J. Geotech. Geoenviron. Eng., 130(2), 186–198.
Yang, J., and Sze, H. Y. (2011). “Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions.” Geotechnique, 61(1), 59–73.
Yang, J., and Wei, L. M. (2012). “Collapse of loose sand with the addition of fines: The role of particle shape.” Geotechnique, 62(12), 1111–1125.
Youd, T. L. et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 127(10), 817–833.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139Issue 5May 2013
Pages: 837 - 839

History

Received: Nov 5, 2012
Accepted: Nov 26, 2012
Published online: Apr 15, 2013
Published in print: May 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

J. Yang, F.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China (corresponding author). E-mail: [email protected]
H. Y. Sze, A.M.ASCE
Formerly, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China

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