TECHNICAL NOTES
Jun 1, 1999

Corrosion of Steel H Piles in Decomposed Granite

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 6

Abstract

To study the corrosion of steel H piles in a completely decomposed granite, piles were exposed by excavation 22 years after their installation. The thickness of the pile sections was measured. The average corrosion rate of the steel piles was estimated to be 0.011 mm/year, and the maximum corrosion rate was estimated to be 0.015–0.018 mm/year. The rates are low. The results confirm the conclusions derived from tests done in places with temperate climate that steel piles installed in undisturbed, native soils undergo little corrosion. Thus, such conclusions are also applicable to the completely decomposed granite in a place like Singapore with high year-round temperatures ranging from 25 to 35°C.

Get full access to this article

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

References

1.
British Standard Code of Practice for Foundations. (1986). BS 8004:1986, British Standard Institution, London.
2.
Cheney, R. S. ( 1984). “Permanent ground anchors.” Rep. No. FHWA-DP-68-IR, Federal Highway Administration, Washington, D.C.
3.
Juran, I., and Elias, V. ( 1991). “Ground anchors and soil nails in retaining structures.” Foundation engineering handbook, H. Y. Fang, ed., Van Nostrand Reinhold, New York.
4.
Manning J. T., and Morley, J. ( 1981). “Corrosion of steel piles.” Piles and foundations, F. E. Young, ed., Thomas Telford, London, 223–229.
5.
Romanoff, M. ( 1962). “Performance of steel pilings in soils.” NBS Monograph 58, National Bureau of Standards, U.S. Dept. of Commerce.
6.
Romanoff, M. ( 1969). “Performance of steel pilings in soil.” Proc., 25th Conf. National Association of Corrosion Engineers.
7.
Steel pipe piles corrosion control. (1981). Japanese Association of Steel Pipe Piles, Tokyo.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125Issue 6June 1999
Pages: 529 - 532

History

Published online: Jun 1, 1999
Published in print: Jun 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE,
Prin. Consultant, Mitic Associates, 103 Cashew Rd., #04-02, Cashew Heights, Singapore 679674.
Engr., Devel. and Build. Control, Land Transp. Authority, 251 North Bridge Rd., Singapore 179102.

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