Discussions and Closures
Jan 8, 2016

Closure to “Severe Damage of a Pile Group due to Slope Failure” by D. E. L. Ong, C. F. Leung, Y. K. Chow, and T. G. Ng

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, 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

Chandrasekaran, B., Tang, S. K., and Lim, T. L. (1999). “Behaviour of piled foundation subjected to lateral movements due to deep excavation.” Proc., Field Measurements in Geomechanics, Balkema, Rotterdam, Netherlands, 197–200.
Chow, Y. K. (1996). “Analysis of piles used for slope stabilization.” Int. J. Numer. Anal. Methods Geomech., 20(9), 635–646.
Leung, C. F., Ong, D. E. L., and Chow, Y. K. (2006). “Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall.” J. Geotech. Geoenviron. Eng., 45–53.
Maugeri, M., Castelli, F., and Motta, E. (1994). “Analysis of piles in sliding soil.” Proc., 3rd Int. Conf. on Deep Foundation Practice Incorporating Piletalk, CI Premier Pte Ltd., Singapore, 191–196.
Ong, D. E. L., Leung, C. F., and Chow, Y. K. (2006). “Pile behavior due to excavation-induced soil movement in clay. I: Stable wall.” J. Geotech. Geoenviron. Eng., 36–44.
Ong, D. E. L., Leung, C. F., and Chow, Y. K. (2009). “Behavior of pile groups subject to excavation-induced soil movement in very soft clay.” J. Geotech. Geoenviron. Eng., 1462–1474.
Ong, D. E. L., Leung, C. F., and Chow, Y. K. (2011). “Behaviour of pile groups subject to excavation-induced soil movement in very soft clay.” J. Geotech. Geoenviron. Eng., 137(1), 110–113.
Ong, D. E. L., Leung, C. F., Chow, Y. K., and Ng, T. G. (2015). “Severe damage of a pile group due to slope failure.” J. Geotech. Geoenviron. Eng., 04015014.
Springman, S. M., Bolton, M. D., and Randolph, M. F. (1991). “Modeling the behaviour of piles subjected to surcharge loading.” Proc., Int. Conf. Centrifuge 91, Balkema, Rotterdam, Netherlands, 253–260.
Stewart, D. P., Jewell, R. J., and Randolph, M. F. (1994a). “Centrifuge modeling of piled bridge abutments on soft ground.” Soils Found., 34(1), 41–51.
Stewart, D. P., Jewell, R. J., and Randolph, M. F. (1994b). “Design of piled bridge abutments on soft clay for loading from lateral soil movements.” Geotechnique, 44(2), 277–296.
Ting, W. H. (2004). “Lateral response of piles to soil movement when embedded in banks of limiting stability.” Proc., 15th SEAGC, Southeast Asia Geotechnical Society, Bangkok.
Ting, W. H., and Tan, Y. K. (1997). “The movement of a wharf structure subject to fluctuation of water level.” Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, Netherlands, 903–906.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 5May 2016

History

Received: Aug 20, 2015
Accepted: Oct 16, 2015
Published online: Jan 8, 2016
Published in print: May 1, 2016
Discussion open until: Jun 8, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

D. E. L. Ong [email protected]
Director (Acting), Research Centre for Sustainable Technologies, Faculty of Engineering, Science and Computing, Swinburne Univ. of Technology, Sarawak Campus, Kuching, 93350 Sarawak, Malaysia (corresponding author). E-mail: [email protected]
C. F. Leung [email protected]
Professor, Centre for Soft Ground Engineering, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576. E-mail: [email protected]
Professor, Centre for Soft Ground Engineering, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576. E-mail: [email protected]
Executive Director, GeoEng Consultants (S) Pte Ltd./Golder Associates (S) Pte Ltd., 18, Ah Hood Rd., #10-51, Hiap Hoe, Singapore 329983. 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.

Cited by

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