DISCUSSIONS AND CLOSURES
Nov 1, 1994
Discussion of “Ultimate Settlement by Hyperbolic Plot for Clays with Vertical Drains” by Siew‐Ann Tan (May, 1993, Vol. 119, No. 5)
Authors: A. Sridharan and K. PrakashAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 11
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References
1.
Kodandaramaswamy, K., and Narasimha Rao, S. (1980). “The prediction of settlements and heave in clays.” Can. Geotech. J., 17, 623–631.
2.
Narasimha Rao, S., and Kodandaramaswamy, K. (1982). “Method to predict the ultimate compression in clays.” J. Geotech. Engrg., ASCE, 108(2), 310–314.
3.
Narasimha Rao, S., Kodandaramaswamy, K., and Somayajulu, J. R. (1981). “Proposed hyperbolic relationship between settlement and time.” Geotech. Engrg., 12(1), 53–62.
4.
Sridharan, A., Murthy, N. S., and Prakash, K. (1987). “Rectangular hyperbola method of consolidation analysis.” Géotechnique, London, U.K., 37(3), 355–368.
5.
Sridharan, A., and Prakash, K. (1985). “Improved rectangular hyperbola method for the determination of coefficient of consolidation.” Geotech. Testing J., 8(1), 37–40.
6.
Tan, S. B. (1971). “An empirical method for estimating secondary and total settlement.” Proc. 4th Asian Regional Conf. on Soil Mech. Found. Engrg., Bangkok, 2, 147–151.
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Copyright © 1994 American Society of Civil Engineers.
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Published online: Nov 1, 1994
Published in print: Nov 1994
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A. Sridharan
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore‐560 012, India
K. Prakash
Lect. in Civ. Engrg., Sri Jayachamarajendra Coll. of Engrg., Mysore‐570 006, India
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