DISCUSSIONS AND CLOSURES
May 1, 1998

Discussion and Closure: Three-Dimensional Finite Element Analysis of Deep Excavations

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, 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

1.
Britto, A. M., and Gunn, M. J. (1987). Critical state soil mechanics via finite elements. Ellis Horwood Ltd., England.
2.
Duncan, J. M., Byrne, P., Wong, K. S., and Marby, P. (1980). “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.” Rep. No., Univ. of California, Berkeley, Calif.
3.
Kaliakin, V. N., and Dafalias, Y. F. (1990). “Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils.” Soil and Foundations, 30(3), 11–24.
4.
Kondner, R. L. (1963). “Hyperbolic stress-strain response: Cohesive soils.” J. Soil Mech. and Found. Div., ASCE, 89(1), 115–143.
5.
Ling, H. I., and Tatsuoka, F. (1996). “Effects of stress ratio on behavior of quasi-preconsolidated compacted clay under plane strain compression.” Measuring and modeling time dependent soil behavior, ASCE, Reston, Va., 151–165.
6.
Seed, R. B., and Duncan, J. M. (1984). “SSCOMP: A finite element analysis program for evaluation of soil-structure interaction and compaction effects.” Res. Rep., Univ. of California, Berkeley, Calif.
7.
Clough, G. W., and Mana, A. I. (1976). Lessons learned infinite element analysis of temporary excavation in soft clay; Numerical method in geomechanics. C. S. Desai, ed., Blacksburg, Va., 496–510.
8.
Hsieh, P. G., and Ou, C. Y. (1997). “Use of the modified hyperbolic model in excavation analysis under undrained condition.” Geotech. Engrg., Southeast Asian Geotechnical Society.
9.
Osaimi, A. E., and Clough, G. W. (1979). “Pore-pressure dissipation during excavation.” J. Geotech. Div., ASCE, 105(5), 481–498.
10.
Wong, K. S., and Broms, B. B. (1989). “Lateral deflection of braced excavation in clays.” J. Geotech. Engrg., ASCE, 115(6), 853–870.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124Issue 5May 1998
Pages: 458 - 460

History

Published online: May 1, 1998
Published in print: May 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Hoe I. Ling, Member, ASCE
Res. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Delaware, Newark, DE 19716.
Andrew J. Whittle, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., MIT, Cambridge, MA 02139.
Chang-Yu Ou, Associate Member, ASCE
Prof., Dept. of Constr. Engrg., Nat. Taiwan Inst. of Technol., Taipei, Taiwan, R.O.C.
Dar-Chang Chiou
Da Cin Constr. Co. Ltd., 9th fl., 92, Sec. 2, Tun Hwa S. Rd., Taipei, Taiwan, R.O.C.
Tzong-Shiann Wu
Grad. Student, Dept. of Constr. Engrg., Nat. Taiwan Inst. of Technol., Taipei, Taiwan, R.O.C.

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.

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