DISCUSSIONS AND CLOSURES
Mar 1, 1996

Discussion of “Surficial Stability of Compacted Clay: Case Study” by Robert W. Day

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Publication: Journal of Geotechnical Engineering
Volume 122, Issue 3
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References

1.
Bishop, A. W. (1966). “The strength of soils as engineering materials.” Géotechnique, London, U.K., 16(2), 91–128.
2.
Bishop, A. W., and Little, A. L. (1967). “The influence of size and orientation of the sample on the apparent strength of the London clay at Maldon, Essex.” Proc., Geotech. Conf., Vol. 1, 89–96.
3.
Duncan, J. M., and Dunlop, P. (1969). “Slopes in stiff fissured clays and shales.” J. Soil Mech. and Found. Div., ASCE, 95(SM2), 467–492.
4.
Holtz, R. D., and Kovacs, W. D. (1981). An introduction to geotechnical engineering. Prentice‐Hall, Inc., Englewood Cliffs, N. J.
5.
Marsland, A. (1971). “Large in situ tests to measure the properties of stiff fissured clays.” Proc., 1st Australian–New Zealand Conf. on Geomech., Vol. 1, 180–189.
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Marsland, A. (1972). “The shear strength of stiff fissured clays.” Proc., Roscoe Memorial Symp. Stress‐Strain Behavior of Soils, 59–67.
7.
Schuster, R. L. (1968). “Selection of analytical methods and strength parameters for slope stability investigations in cohesive soils.” Hwy. Res. Rec. No. 223, 1–8.
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Skempton, A. W., and LaRochelle, P. (1965). “The Bradwell slip: A short term failure in London clay.” Géotechnique, London, U.K., 15(3), 221–242.
9.
Wu, T. H., and Berman, S. (1953). “Earth pressure measurements in open cut contract D‐8, Chicago subway.” Géotechnique, London, U.K., 3, 264–275.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 3March 1996
Pages: 247 - 248

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Published online: Mar 1, 1996
Published in print: Mar 1996

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Authors

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Jie Han
Res. Asst., School of Civ. and Envir. Engrg., The Georgia Inst. of Technol., Atlanta, GA 30332.
J. David Frost
Assoc. Prof., School of Civ. and Envir. Engrg., The Georgia Inst. of Technol., Atlanta, GA.

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