DISCUSSIONS AND CLOSURES
Jan 1, 1995
Closure to “Cohesion Intercept in Effective Stress‐Stability Analysis” by G. Mesri and M. E. M. Abdel-Ghaffar
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VIEW THE ORIGINAL ARTICLEAuthors: G. Mesri, Member, ASCE, and M. E. M. Abdel‐Ghaffar, Associate Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 1
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References
1.
Abramento, M., and Carvalho, C. S. (1989). “Geotechnical parameters for the study of natural slopes instabilization at ‘Serra do Mar,’ Brazil.” Proc., 12th ICSMFE, A. A. Balkema, Rotterdam, The Netherlands, 2, 1599–1602.
2.
Day, R. W., and Axten, G. W. (1989). “Surficial stability of compacted clay slopes.” J. Geotech. Engrg., ASCE, 115(4), 577–580.
3.
Mesri, G., and Shahien, M. (1994). “Foundations on expansive soils.” Proc., 2nd Geotech. Engrg. Conf., Cairo University, Cairo, Egypt, 2, 1–34.
4.
Skempton, A. W. (1985b). “Residual strength of clays in landslides, folded strata and the laboratory.” Géotechnique, London, England, 35(1), 3–18.
5.
Stark, T. D., and Eid, H. T. (1994). “Drained residual strength of cohesive soils.” J. Geotech. Engrg., ASCE, 120(5), 856–871.
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Copyright © 1995 ASCE.
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Published online: Jan 1, 1995
Published in print: Jan 1995
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Authors
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G. Mesri, Member, ASCE
Prof. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, 2230 Newmark Civ. Engrg. Lab., 205 North Mathews Ave., Urbana. IL 61801.
M. E. M. Abdel‐Ghaffar, Associate Member, ASCE
Lect. of Civ. Engrg., Suez Canal Univ., Port Said, Egypt.
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