DISCUSSIONS AND CLOSURES
Jan 1, 2000

A Unique Critical State for Sand?

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 1
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References

1.
Bridgewater, J. (1980). “On the width of failure zones.” Géotechnique, London, 30(4), 533–536.
2.
Shewbridge, S. E. ( 1987). “The influence of reinforcement properties on the strength and deformation characteristics of a reinforced sand,” PhD dissertation, University of California, Berkeley, Calif.
3.
Shewbridge, S. E., and Sitar, N. (1985). “The influence of fiber properties on the deformation characteristics of fiber-soil composites.” Univ. of Calif. Geotech. Rep. No. UCB/GT/85-02, University of California.
4.
Shewbridge, S. E., and Sitar, N. (1989). “Deformation characteristics of reinforced sand in direct shear.”J. Geotech. Engrg., ASCE, 115(8), 1134–1147.
5.
Shewbridge, S. E., and Sitar, N. (1990). “Deformation based model for reinforced sand.”J. Geotech. Engrg., ASCE, 116(7), 1153–1170.
6.
Shewbridge, S. E., and Sitar, N. (1991). “Deformation characteristics of reinforced sand in direct shear.”J. Geotech. Engrg., ASCE, 117(11), 1812–1817.
7.
Shewbridge, S. E., and Sitar, N. (1992). “Shear zone formation and slope stability analysis.” Proc., Conf. Stability and Perf. of Slopes and Embankments II, ASCE, New York, 358–370.
8.
Shewbridge, S. E., and Sitar, N. (1996). “Formation of shear zones in reinforced soil.”J. Geotech. Engrg., ASCE, 122(11), 873–885.
9.
Finno, R. J., Harris, W. W., Viggiani, G., and Mooney, M. A. (1997). “Shear bands in plane strain compression of loose sand.” Géotechnique, London, 47(1), 149–166.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126Issue 1January 2000
Pages: 97 - 99

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Published online: Jan 1, 2000
Published in print: Jan 2000

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Authors

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Scott Shewbridge
Associate Member, ASCE
Member, ASCE
Scott Shewbridge Assoc. Inc., 49 Danville Oak Place, Danville, CA 94526-2453.
Asst. Prof., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK 73019.
Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL 60208.
Asst. Prof., Laboratoire 3S, UJF-INPG-CNRS, Grenoble, France.

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