Discussions and Closures
Oct 2, 2014

Closure to “Stresses Developed around Displacement Piles Penetration in Sand” by Z. X. Yang, R. J. Jardine, B. T. Zhu, and S. Rimoy

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 3
First page of PDF

Get full access to this article

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

References

Arroyo, M., Butlanska, J., Gens, A., Calvetti, F., and Jamiolkowski, M. (2011). “Cone penetration tests in a virtual calibration chamber.” Géotechnique, 61(6), 525–531.
Butlanska, J., Arroyo, M., Gens, A., and O’Sullivan, C. (2014). “Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber.” Can. Geotech. J., 51(1), 51–66.
Butlanska, J., O’Sullivan, C., Arroyo, M., and Gens, A. (2010). “Mapping deformation during CPT in a virtual calibration chamber.” Geomechanics and geotechnics: From micro to macro, M. Jiang, F. Liu, and M. Bolton, eds., Taylor & Francis, London, 559–564.
Jardine, R. J., Standing, J. R., and Chow, F. C. (2006). “Some observations of the effects of time on the capacity of piles driven in sand.” Géotechnique, 56(4), 227–244.
Jardine, R. J., Zhu, B. T., Foray, P., and Yang, Z. X. (2013a). “Interpretation of stress measurements made around closed-ended displacement piles in sand.” Géotechnique, 63(8), 613–627.
Jardine, R. J., Zhu, B. T., Foray, P., and Yang, Z. X. (2013b). “Measurement of stresses around closed-ended displacement piles in sand.” Géotechnique, 63(1), 1–17.
Yang, Z. X., Jardine, R. J., Zhu, B. T., Foray, P., and Tsuha, C. H. C. (2010). “Sand grain crushing and interface shearing during displacement pile installation in sand.” Géotechnique, 60(6), 469–482.
Zhang, C., Nguyen, G. D., and Einav, I. (2013). “The end-bearing capacity of piles penetrating into crushable soils.” Géotechnique, 63(5), 341–354.
Zhang, C., Yang, Z. X., Nguyen, G. D., Jardine, R. J., and Einav, I. (2014). “Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand.” Géotech. Lett., 4(Jan), 11–16.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141Issue 3March 2015

History

Received: Aug 26, 2014
Accepted: Sep 3, 2014
Published online: Oct 2, 2014
Published in print: Mar 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). E-mail: [email protected]
R. J. Jardine [email protected]
Professor, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K. E-mail: [email protected]
Principal Engineer, NOMA Consulting Pty Ltd., 10 Sackville Close, Brisbane, QLD 4018, Australia. E-mail: [email protected]
Lecturer, Dept. of Transportation and Geotechnical Engineering, Univ. of Dar es Salaam, Dar es Salaam, Tanzania. 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