TECHNICAL NOTES
Oct 1, 1990

One‐Dimensional Consolidation With Three‐Dimensional Flow for Time‐Dependent Loading

Publication: Journal of Geotechnical Engineering
Volume 116, Issue 10

Abstract

Deep natural deposits of unstable or excessively compressible soils can be stabilized by installation of sand drains. Sand drains installed in highly compressible soils provide higher rates of consolidation and, consequently, attain higher shear strengths during periods of loading. To help design these sand drains this technical note presents nondimensionalized equations that were developed for the design of sand-drain spacing for time-dependent loading.

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References

1.
Barron, A. (1948). “Consolidation of fine‐grained soils by drain wells.” Trans., ASCE, 113, 718–754.
2.
Kurma Rao, K., and Jeebala Rao, D. (1970). “Pore pressure set up using sand drains under construction type of loading.” J. Indian Soc. Soil Mech. Found. Engrg., 9, Jul.
3.
Leonards, D. A. (1962). Foundation engineering. McGraw Hill Book Company, Inc., New York, N.Y. Lumb, P. (1963). “Rate of settlement of a clay layer due to a gradually applied load.” Civ. Engrg. Public Works Rev., England, Mar.
4.
Richart, F. E., Jr. (1957). “A review of the theories of sand drains.” Trans., ASCE, 124.
5.
Schiffman, R. L. (1959). “Field applications of soil consolidation: Time‐dependent loading and varying permeability.” Highway Res. Board Bull, 248, National Academy of Science, Washington, D.C., 18–24.
6.
Terzaghi, K. (1943). Theoretical soil mechanics. John Wiley and Sons, New York, N.Y.
7.
Younger, J. S. (1968). “Design procedure for sand drains.” Civ. Engrg. Public Works Rev., England, Mar., 285–291.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 116Issue 10October 1990
Pages: 1576 - 1580

History

Published online: Oct 1, 1990
Published in print: Oct 1990

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Authors

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K. Kurma Rao
Prof. of Civ. Engrg., Jawaharlal Nehru Tech. Univ., Coll. of Engrg., Kakinada, Andhra Pradesh, India, 533 003
M. Vijaya Rama Raju
Asst. Exec. Engr., YRPC Circle, Kakihada, Andhra Pradesh, India, 533 003

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