DISCUSSIONS AND CLOSURES
Jun 1, 1996
Discussion: Collapse of Saturated Soil Due to Reduction in Confinement
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VIEW THE REPLYAuthors: Olavo F. Santos, Jr, Willy A. Lacerda, and Mauricio Ehrlich, Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 122, Issue 6
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References
1.
Lacerda, W. A., and Silveira, G. C. (1992). “Shear strength and compressibility characteristics of the Soberbo hill residual and colluvial soils.”1st Brazilian Conf. on Slope Stability, Brazilian Assoc. of Soil. Mech., Rio de Janeiro, Vol. 2, 445–462 (in Portuguese).
2.
Santos, O. F. Jr., and Ehrlich, M. (1992). “Failure mechanism of slopes induced by raising water table.”1st Brazilian Conf. on Slope Stability, Brazilian Assoc. of Soil. Mech., Rio de Janeiro, Brazil, Vol. 3, 877–882 (in Portuguese).
3.
Silveira, G. C. (1993). “Geomechanical characteristics of residual and colluvial soils at Soberbo Road, Alto da Boa Vista–Rio de Janeiro,” M.Sc. Dissertation, COPPE-Fed. Univ. of Rio de Janeiro, Brazil (in Portuguese).
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jun 1, 1996
Published in print: Jun 1996
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Olavo F. Santos, Jr
Asst. Prof., Fed. Univ. of Rio Grande do Norte (UFRN), Brazil.
Willy A. Lacerda
Prof., COPPE, Fed. Univ. of Rio de Janeiro (UFRJ), Brazil.
Mauricio Ehrlich, Member, ASCE
Assoc. Prof., COPPE, Fed. Univ. of Rio de Janeiro (UFRJ), Brazil.
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