Discussions and Closures
Aug 20, 2015

Closure to “Characterization of Model Uncertainty for Cantilever Deflections in Undrained Clay” by D. M. Zhang, K. K. Phoon, H. W. Huang, and Q. F. Hu

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 1
First page of PDF

Get full access to this article

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

References

Atkinson, J., and Sallfors, G. (1991). “Experimental determination of stress-strain-time characteristics in laboratory and in-situ tests.” Proc., 10th European Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, Balkema, Rotterdam, Netherlands, 915–956.
Benz, T. (2006). “Small-strain stiffness of soils and its numerical consequences.” Ph.D. thesis, Universität Stuttgart, Stuttgart, Germany.
Bolton, M. D., Lam, S.-Y., Vardanega, P. J., Ng, C. W., and Ma, X. (2014). “Ground movements due to deep excavations in Shanghai: Design charts.” Front. Struct. Civ. Eng., 8(3), 201–236.
Darendeli, M. B. (2001). “Development of a new family of normalized modulus reduction and material damping curves.” Ph.D. thesis, Univ. of Texas at Austin, Austin, TX.
Dithinde, M., Phoon, K. K., De Wet, M., and Retief, J. V. (2011). “Characterization of model uncertainty in the static pile design formula.” J. Geotech. Geoenviron. Eng., 70–85.
Lam, S. Y., and Bolton, M. D. (2011). “Energy conservation as a principle underlying mobilizable strength design for deep excavations.” J. Geotech. Geoenviron. Eng., 1062–1074.
Mair, R. (1993). “Developments in geotechnical engineering research: Application to tunnels and deep excavations.” Proc. Inst. Civil Eng., 97(1), 27–41.
Osman, A. S., and Bolton, M. D. (2006). “Ground movement predictions for braced excavations in undrained clay.” J. Geotech. Geoenviron. Eng., 465–477.
Phoon, K. K., and Kulhawy, F. H. (2005). “Characterisation of model uncertainties for laterally loaded rigid drilled shafts.” Géotechnique, 55(1), 45–54.
Vardanega, P., and Bolton, M. (2013). “Stiffness of clays and silts: Normalizing shear modulus and shear strain.” J. Geotech. Geoenviron. Eng., 1575–1589.
Vardanega, P. J., and Bolton, M. (2015). “Discussion of ‘Characterization of model uncertainty for cantilever deflections in undrained clay.’ by D. M. Zhang, K. K. Phoon, H. W. Huang, and Q. F. Hu.” J. Geotech. Geoenviron. Eng., 04014088.
Vardanega, P. J., and Bolton, M. D. (2014). “Stiffness of clays and silts: Modeling considerations.” J. Geotech. Geoenviron. Eng., 06014004.
Zhang, J. F., Andrus, R. D., and Juang, C. H. (2005). “Normalized shear modulus and material damping ratio relationships.” J. Geotech. Geoenviron. Eng., 453–464.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 1January 2016

History

Received: Apr 22, 2015
Accepted: Jun 26, 2015
Published online: Aug 20, 2015
Published in print: Jan 1, 2016
Discussion open until: Jan 20, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

D. M. Zhang [email protected]
Ph.D. Candidate, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai, China. E-mail: [email protected]
K. K. Phoon, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Blk E1A, # 07-03, 1 Engineering Dr. 2, Singapore 117576. E-mail: [email protected]
H. W. Huang [email protected]
Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai, China (corresponding author). E-mail: [email protected]
Associate Professor, Shanghai Institute of Disaster Prevention and Relief, Shanghai, China. 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