TECHNICAL PAPERS
Oct 1, 2000

Practical Method for Settlement Analysis of Pile Groups

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 10

Abstract

This paper presents a practical method that can be used to evaluate the settlement of pile groups. This method is developed based on variational solutions for pile groups embedded in soil modeled using a load-transfer curve model and elastic half-space model. Using this practical method, the settlement of pile groups can be estimated quickly without recourse to complex computer programs based on numerical models, resulting in savings in time and cost. The solutions obtained using this approach are in good agreement with rigorous variational solutions and are also in reasonable agreement with field measurements.

Get full access to this article

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

References

1.
Butterfield, R., and Banerjee, P. K. ( 1971). “The elastic analysis of compressible piles and pile groups.” Géotechnique, London, 21(1), 43–60.
2.
Butterfield, R., and Douglas, R. A. ( 1981). “Flexibility coefficients for the design of piles and pile groups.” Tech. Note 108, CIRIA, London.
3.
Chow, Y. K. ( 1986a). “Discrete element analysis of settlement of pile groups.” Comp. and Struct., 24(1), 157–166.
4.
Chow, Y. K. ( 1986b). “Analysis of vertically loaded pile groups.” Int. J. Numer. and Analytical Methods in Geomech., 10(1), 59–72.
5.
Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. ( 1992). Piling engineering, 2nd Ed., Surrey University Press.
6.
Green, P., and Hight, D. ( 1976). “The instrumentation of Dashwood House.” Tech. Note No. 78, CIRIA, London.
7.
O'Neill, M. W., Ghazzaly, O. I., and Ha, H. B. ( 1977). “Analysis of three-dimensional pile groups with nonlinear soil response and pile-soil-pile interaction.” Proc., 9th Offshore Technol. Conf., Houston, Tex., 245–256.
8.
Ottaviani, M. ( 1975). “Three dimensional finite element analysis of vertically loaded pile groups.” Géotechnique, London, 25(2), 159–174.
9.
Poulos, H. G., and Davis, E. H. ( 1980). Pile foundation analysis and design, Wiley, New York.
10.
Randolph, M. F., and Wroth, C. P. (1978). “Analysis of deformation of vertically loaded piles.”J. Geotech. Engrg. Div., ASCE, 104(12), 1465–1488.
11.
Randolph, M. F., and Wroth, C. P. ( 1979). “An analysis of vertical deformation of pile groups.” Géotechnique, London, 29(4), 157–166.
12.
Shen, W. Y., Chow, Y. K., and Yong, K. Y. ( 1997). “A variational approach for vertical deformation analysis of pile groups.” Int. J. Numer. and Analytical Methods in Geomech., 21(11), 741–752.
13.
Shen, W. Y., Chow, Y. K., and Yong, K. Y. ( 1999). “A variational solution for vertically loaded pile groups in an elastic half-space.” Géotechnique, London, 49(2), 99–213.
14.
Sommer, H., Wittmann, P., and Ripper, P. ( 1985). “Piled raft foundation of a tall building on Frankfurt Clay.” Proc., 11th Int. Conf. on Soil Mech. and Found. Engrg., 2253–2257.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126Issue 10October 2000
Pages: 890 - 897

History

Received: Jan 12, 1999
Published online: Oct 1, 2000
Published in print: Oct 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Res. Scholar, Ctr. for Soft Ground Engrg., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore.
Prof., Ctr. for Soft Ground Engrg., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore.
Prof., Ctr. for Soft Ground Engrg., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore.

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