TECHNICAL PAPERS
Feb 1, 1987

Test Fill at Chek Lap Kok, Hong Kong

Publication: Journal of Geotechnical Engineering
Volume 113, Issue 2

Abstract

A test fill was constructed to evaluate the feasibility of a proposed airport reclamation over extremely soft marine clay. The test fill investigated the feasibility of reclaiming in layers to avoid creation of mudwaves and the effectiveness of vertical drains to accelerate consolidation. The fill was heavily instrumented, and good performance data were obtained. The layered construction successfully prevented mudwaves, and vertical band drains were effective in accelerating consolidation. Sand drains were not effective, due to mud penetrating the pores.

Get full access to this article

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

References

1.
Barron, R. A., “Consolidation of Fine Grained Soils by Drain Wells,” Transactions, ASCE, Vol. 113, 1948, pp. 718–754.
2.
Gibson, R. E., and Morgenstern, M., “A Note on the Stability of Cutting in Normally Consolidated Clays,” Geotechnique, Vol. 12, 1962, pp. 212–216.
3.
Handfelt, L. D., Koutsoftas, D. C., and Foott, R., “Instrumentation for Test Fill in Hong Kong,” Journal of Geotechnical Engineering, ASCE, Vol. 113, GT2, Feb., 1987, pp. 127–146.
4.
Jamiolkowski, M., Lancellota, R., and Wolski, W., “Precompression and Speeding up Consolidation,” Eighth European Conference on Soil Mechanics and Foundation Engineering, Vol. 3, May, 1983, pp. 105–130.
5.
Kobayashi, M., “Settlement Problems in Hiroshima Airport,” Case History Volume, Proceedings, Ninth International Conference on Soil Mechanics and Foundation Engineering, 1977, Tokyo, Japan, pp. 635–638.
6.
Koutsoftas, D. C., Foott, R., and Handfelt, L. D., “Geotechnical Investigations Offshore Hong Kong,” Journal of Geotechnical Engineering, ASCE, Vol. 113, GT2, Feb., 1987, pp. 87–105.
7.
Ladd, C. C., and Foott, R., “New Design Procedure for Stability of Soft Clays,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 99, GT7, 1974, pp. 763–786.
8.
Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G., “Stress‐Deformation and Strength Characteristics,” State of the Art Report, Proceedings, Session I, Ninth International Conference on Soil Mechanics and Foundation Engineering, Vol. II, Tokyo, Japan, 1977, pp. 421–494.
9.
Sarma, S. K., “Stability Analysis of Embankments and Slopes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, GT12, 1979, pp. 1511–1524.
10.
Soil Mechanics, Foundations and Earth Structures, Design Manual, NAVDOCKS, DM‐7, Department of the Navy Bureau of Yards and Docks, Washington, D.C., 1962.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 2February 1987
Pages: 106 - 126

History

Published online: Feb 1, 1987
Published in print: Feb 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Roger Foott
Pres., Roger Foott Assoc., Inc., 94 Natoma St., San Francisco, CA 94105; formerly Partner, Dames & Moore, San Francisco, CA 94111
Demetrious C. Koutsoftas, Members, ASCE
Assoc., Dames & Moore, San Francisco, CA 94111
Leo D. Handfelt, A. M. ASCE
Sr. Engr., Dames & Moore, Los Angeles, CA 94111

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