DISCUSSIONS AND CLOSURES
Aug 1, 2008

Closure to “Bearing Capacity of Piled Rafts on Soft Clay Soils” by Luca de Sanctis and Alessandro Mandolini

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 8
First page of PDF

Get full access to this article

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

References

Baumann, T., Sternath, R., and Schwarz, J. (1997). “Face stability of tunnels in soft rock: Possibilities for the computational analysis.” Proc. 14th Int. Conf. Soil Mechanics Found. Eng., Vol. 3, Hamburg, 1389–1392.
Dawson, E. M., Roth, W. H., and Drescher, A. (1999). “Slope stability analysis by strength reduction.” Geotechnique, 49(6), 835–840.
de Sanctis, L., and Mandolini, A. (2003). “On the ultimate vertical load of piled rafts on soft clay soils.” Proc. Geotech. Int. Seminar Deep Foundation on Bored and Auger Piles, BAP IV, Ghent, Van Impe & Haegeman, 379–386.
Potts, D. M. (2003). “Numerical analysis: A virtual dream or reality?— Rankine lecture.” Geotechnique, 53(6), 635–573.
Potts, D. M., and Burland, J. R. (2000). “Development and application of a numerical model for simulating the stabilisation of the Leaning Tower of Pisa.” Proc. Booker Memorial Symposium: Developments in Theoretical Geomechanics, Sydney, 737–758.
Potts, D. M., and Zdravkovic, L. (2001). Finite element analysis in geotechnical engineering. Application, Thomas Telford, London.
Randolph, M. F., Jamiolkowski, M. B., and Zdravkovic, L. (2004). “Load carrying capacity of foundations.” Keynote Lecture, Proc. of the Skempton Conf. ‘Advances in Geotechnical Engineering,’ Vol. 1 Thomas Telford, London, 207–240.
Vaughan, P. R., Kovacevic, N., and Potts, D. M. (2004). “Then and now: Some comments on the design and analysis of slopes and embankments.” Proc. of the Skempton Conf. ‘Advances in Geotechnical Engineering,’ Vol. 1, Thomas Telford, London, 241–290.
Vermeer, P. A., and Ruse, N. (2003). “Tunnel excavation in drained ground.” Proc. of the Int. Workshop on Constitutive Modelling and Analysis of Boundary Value Problems in Geotechnical Engineering, Napoli, Hevelius, 311–333.
Wang, C. X., and Carter, J. P. (2002). “Deep penetration of strip and circular footings into layered clays.” Int. J. Geomech., 2(2), 205–232.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 8August 2008
Pages: 1220 - 1222

History

Published online: Aug 1, 2008
Published in print: Aug 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Luca de Sanctis
Research Assistant, Dept. Civil Engineering, Second Univ. of Napoli, Italy.
Alessandro Mandolini
Associate Professor, Dept. Civil Engineering, Second Univ. of Napoli, Italy.

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