DISCUSSIONS AND CLOSURES
Jul 1, 1991
Discussion of “Stability Analysis of Embankments on Soft Ground” by Bak‐Kong Low (February, 1989, Vol. 115, No. 2)
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VIEW THE REPLYAuthors: G. Bhattacharya and P. K. BasudharAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 117, Issue 7
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References
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Fox, R. L. (1971). Optimization methods for engineering design. Addison‐Wesley, Reading, Mass.
2.
Koppula, S. D. (1984). “Pseudo‐static analysis of clay slopes subjected to earthquakes.” Geotechnique, London, England, 34(1), 71–79.
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Mitchell, R. J. (1983). Earth structures engineering. Allen and Unwin, Inc., London, United Kingdom.
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Pilot, G., Trak, B., and La Rochelle, P. (1982). “Effective stress analysis of the stability of embankments on soft soils.” Can. Geotech. J., 19(4), 433–450.
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Sarma, S. K. (1979). “Stability analysis of embankments and slopes.” J. Geotech. Engrg. Div., ASCE, 105(12), 1511–1524.
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Spencer, E. (1973). “The thrust line criterion in embankment stability analysis.” Geotechnique, 23, 85–101.
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Talesnick, M., and Baker, R. (1984). “Comparison of observed and calculated slip surface in slope stability calculations.” Can. Geotech. J., 21(4), 713–719.
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Journal of Geotechnical Engineering
Volume 117 • Issue 7 • July 1991
Pages: 1096 - 1098
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Copyright © 1991 ASCE.
History
Published online: Jul 1, 1991
Published in print: Jul 1991
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G. Bhattacharya
Grad. Student, Dept. of Civ. Engrg., Indian Inst. of Tech. Kanpur, Kanpur‐208016, India
P. K. Basudhar
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Tech. Kanpur, Kanpur‐208016, India
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