DISCUSSIONS AND CLOSURES
Mar 1, 1996
Discussion of “Surficial Stability of Compacted Clay: Case Study” by Robert W. Day
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Volume 122, Issue 3
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References
1.
Bjerrum, L. (1967). “Progressive failure in slopes of overconsolidated plastic clay and clay shales.”J. Soil Mech. and Found. Div., ASCE, (SM5).
2.
Chandler, R. J., and Skempton, A. W.(1974). “The design of permanent cutting slopes in stiff fissured clays.”Géotechnique, London, U.K., 24(4), 457–466.
3.
McCook, D. K., Baird, C., Squires, J., and Leeming, W. (1988). “Engineering report, shallow slope failures Texas Black Prairie embankments.”Rep., Soil Conservation Service, Washington, D.C.
4.
Skempton, A. W.(1964). “Long term stability of clay slopes; 4th Rankine lecture.”Géotechnique, London, U.K., 14(2), 77–101.
5.
Templeton, A. E., Sills, G. L., and Cooley, L. A. (1984). “Long term failure in compacted clay slopes.”Proc., Int. Conf. on Case Histories in Geotech. Engrg., Univ. of Missouri at Rolla, St. Louis, Mo., Vol. II, 749–754.
6.
Widger, R. A., and Fredlund, D. G. (1976). “Stability of swelling clay embankments.”Proc., 29th Canadian Geotech. Conf., Vancouver, B.C., Canada, Vol. IV, 48–71.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 122 • Issue 3 • March 1996
Pages: 246 - 247
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Mar 1, 1996
Published in print: Mar 1996
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Authors
Affiliations
Danny K. McCook, Member, ASCE
Head, Soil Mech. Lab., South Nat. Tech. Ctr., Soil Conservation Service, U.S. Dept. of Agric., P.O. Box 6567, Forth Worth, TX 76115.
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