TECHNICAL PAPERS
Mar 1, 2001

Behavior of Braced and Anchored Walls in Soils Overlying Rock

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 3

Abstract

This paper presents the results of analyses on the behavior of in situ walls, using the measured data collected from various deep excavation sites with multilayered ground conditions of soils overlying rock in Korea. A variety of in situ wall systems from >60 excavation sites were considered, covering a wide range of wall types, including H-pile, soil cement, cast-in-place pile, and diaphragm. The measured data were thoroughly analyzed to investigate the effects of wall and support types on lateral wall movements as well as apparent earth pressures. A series of 2D finite-element analyses were also performed to provide insights regarding the in situ wall behavior. Based on the results, lateral wall movements and apparent earth pressures are related to primary influencing factors affecting the wall behavior and information is presented in forms to provide tools that can be used for design and analysis.

Get full access to this article

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

References

1.
Caspe, M. S. (1996). “Surface settlement adjacent to braced open cuts.”J. Soil Mech. and Found. Div., ASCE, 92(4), 51–61.
2.
Chae, Y. S., and Moon, I. ( 1994). “Earth pressure on in situ walls for ground conditions in Korea.” J. Korean Geotech. Engrg., 9(1), 59–68.
3.
Clough, G. W., and O'Rourke, T. D. ( 1990). “Construction induced movements of in situ walls.” Proc., Des. and Perf. of Earth Retaining Struct., ASCE, New York, 439–470.
4.
Clough, G. W., and Tsui, Y. (1974). “Performance of tied-back walls in clay.”J. Geotech. Engrg. Div., ASCE, 100(12), 1259–1273.
5.
Duncan, J. M., Bryne, P., Wong, K. S., and Marbry, P. ( 1980). “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.” Geotech. Engrg. Res. Rep. No. UCB/GT/80-01, University of California, Berkeley, Calif.
6.
Fernie, R., and Sucking, T. ( 1996). “Simplified approach for estimating lateral movement of embedded walls in UK ground.” Proc., Geotech. Aspects of Underground Constr. in Soft Ground, Mair and Taylor, eds., 131–136.
7.
Goldberg, D. T., Jaworski, W. E., and Gordon, M. D. ( 1976). “Lateral support systems and underpinning, construction methods.” Rep. FHWA-RD-75-128, 129 and 130, Federal Highway Administration, Washington, D.C.
8.
Goodman, R. E., Taylor, R. L., and Brekke, T. L. (1968). “A model for the mechanics of jointed rock.”J. Soil Mech. and Found. Div., ASCE, 94(3), 637–657.
9.
Hashash, Y. M., and Whittle, A. J. (1996). “Ground movement prediction for deep excavations in soft clay.”J. Geotech. Engrg., ASCE, 122(6), 474–486.
10.
Hong, W. P., and Yoon, J. M. ( 1995). “Earth pressure on anchored wall during deep excavation.” J. Korean Geotech. Engrg., 11(1), 63–77.
11.
Janbu, N. ( 1963). “Soil compressibility as determined by oedometer and triaxial tests.” Proc., Eur. Conf. on Soil Mech. and Found. Engrg., Vol. 1, 19–25.
12.
Lee, J. K., and Chun, S. G. ( 1993). “Earth pressure distribution on in situ walls in multi-layered ground.” J. Korean Geotech. Engrg., 9(1), 59–68.
13.
Mana, A. I., and Clough, G. W. (1981). “Prediction of movements for braced cuts in clay.”J. Geotech. Engrg. Div., ASCE, 107(6), 759–777.
14.
O'Rourke, T. D. (1981). “Ground movements caused by braced excavations.”J. Geotech. Engrg. Div., ASCE, 107(9), 1159–1178.
15.
Ou, C. Y., Hsieh, P. O., and Chiou, D. C. ( 1993). “Characteristics of ground surface settlement during excavation.” Can. Geotech. J., Ottawa, 30(5), 758–767.
16.
Peck, R. B. ( 1969). “Deep excavations and tunneling in soft ground.” Proc., 7th Int. Conf. on Soil Mech. and Found. Engrg., State-of-the-Art Rep., State-of-the-Art Vol., 225–290.
17.
Sabatini, P. J., Pass, D. G., and Bachus, R. C. ( 1999). “Ground anchors and anchored systems—Vol. 1.” Rep. FHWA-IF-99-015, Federal Highway Administration, Washington, D.C.
18.
Terzaghi, K., and Peck, R. B. ( 1967). Soil mechanics in engineering practice, 2nd Ed., Wiley, New York.
19.
Tschebotarioff, G. P. ( 1973). Foundations, retaining and earth structures, 2nd Ed., McGraw-Hill, New York.
20.
Weatherby, D. E. ( 1998). “Design manual for permanent ground anchor.” Rep. FHWA-RD-97-130, Federal Highway Administration, Washington, D.C.
21.
Wong, K. S., and Broms, B. B. (1989). “Lateral wall deflections of braced excavations in clay.”J. Geotech. Engrg., ASCE, 115(6), 853– 870.
22.
Yoo, C. S. ( 1998). “Development of a prediction method for ground movements due to excavation in urban area.” Rep. KOSEF 961-1201-002-2, Korea Science and Engineering Foundation.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127Issue 3March 2001
Pages: 225 - 233

History

Received: Mar 14, 2000
Published online: Mar 1, 2001
Published in print: Mar 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Sungkyunkwan Univ., Suwon 440-746, Korea. 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