DISCUSSIONS AND CLOSURES
Dec 1, 1998
Discussion of “Deep Rotational Stability of Tiedback Excavations in Clay” by A. J. Whittle and Charles C. Ladd
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Volume 124, Issue 12
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References
1.
Becker, D. E., Crooks, J. H. A., Been, K., and Jefferies, M. G. (1987). “Work as a criterion for determining in situ and yield stresses in clays.” Can. Geotech. J., Ottawa, 24(4), 549–564.
2.
DeLaBeaumelle, A. C. L. A. (1991). “Evaluation of SHANSEP strength‐deformation properties of undisturbed Boston Blue Clay from automated triaxial testing,” MS thesis, MIT, Cambridge, Mass.
3.
Hashash, Y. M. A., and Whittle, A. J. (1996). “Ground movement prediction for deep excavations in soft clay.” J. Geotech. and Geoenvir. Engrg., ASCE, 122(6), 474–486.
4.
Ukritchon, B., Whittle, A. J., and Sloan, S. W. (1998). “Undrained limit analyses for combined loading of strip footings on clay.” J. Geotech. and Geoenvir. Engrg., ASCE, 124(3), 265–276.
5.
Whittle, A. J., and Hashash, Y. M. A. (1994). “Soil modeling and prediction of deep excavation behavior.” Proc. Int. Symp. on Pre‐Failure Deformation Characteristics of Geo‐Materials (IS‐Hokkaido '94), 1, A. A. Balkema, Rotterdam, The Netherlands, 589–595.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124 • Issue 12 • December 1998
Pages: 1222 - 1225
Copyright
Copyright © 1998 ASCE.
History
Published online: Dec 1, 1998
Published in print: Dec 1998
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Authors
Affiliations
A. J. Whittle, Member, ASCE
Assoc. Prof., MIT, Cambridge, MA 02139.
Charles C. Ladd, Honorary Member, ASCE
Prof., MIT, Cambridge, MA.
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