DISCUSSIONS AND CLOSURES
Aug 1, 1990
Discussion of “Drained Permanent Deformation of Sand Due to Cyclic Loading” by Ching S. Chang and Robert V. Whitman (October, 1988, Vol. 114, No. 10)
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Volume 116, Issue 8
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References
1.
Carter, J. P., Booker, J. R., and Wroth, C. P. (1982). “A critical state model for cyclic loading.” Soil mechanics—Transient and cyclic loads, G. N. Pande, and O. C. Zienkiewicz, eds., John Wiley and Sons, Inc., New York, N.Y., 219–252.
2.
Moroto, N. (1976). “A new parameter to measure degree of shear deformation of granular material in triaxial compression tests.” Soils Found., 16(4), 1–9.
3.
Rowe, P. (1962). “The stress‐dilatancy relation for static equilibrium of an assembly of particles in contact.” Proc., Royal Society of London, A269, 500–528.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 116 • Issue 8 • August 1990
Pages: 1270 - 1273
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Copyright © 1990 ASCE.
History
Published online: Aug 1, 1990
Published in print: Aug 1990
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Authors
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Balasingam Muhunthan, Student Member, ASCE
Grad. Student, School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907
Girish Agrawal
Grad. Student, School of Civ. Engrg., Purdue Univ., West Lafayette, IN
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