Discussion of “Permeability and Consolidation of Normally Consolidated Soils” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982)
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VIEW THE REPLYPublication: Journal of Geotechnical Engineering
Volume 109, Issue 6
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References
1.
Butterfield, R., “A Natural Compression Law for Soils (and Advance on e‐log ),” Geotechnique, Vol. 29, No. 4, 1979, pp. 469–480.
2.
Juarez‐Badillo, E., “Compressibility of Soils,” Fifth Symposium of the Civil and Hydraulic Engineering Department on “Behaviour of Soils under Stress,” Indian Institute of Science, Bangalore, India, Vol. I, 1965, pp. A2/1–35.
3.
Juarez‐Badillo, E., “Pore Pressure and Compressibility Theory for Saturated Soils,” Specialty Session No. 12 on Advances in Consolidation Theories of Clays, University of Waterloo, Waterloo, Canada, 1969, pp. 99–116.
4.
Juarez‐Badillo, E., “Constitutive Relationships for Soils,” Symposium on Recent Developments in the Analysis of Soil Behaviour and their Application to Geotechnical Structures, University of New South Wales, Kensington, N.S.W., Australia, 1975, pp. 231–257.
5.
Juárez‐Badillo, E., “General Compressibility Equation for Soils,” Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, 1981, Vol. 1, pp. 171–178.
6.
Juarez‐Badillo, E., “General Permeability Change Equation for Soils,” International Conference on Constitutive Laws for Engineering Materials, University of Arizona, Tucson, Ariz., 1983.
7.
Juarez, Badillo, E., “General Consolidation Theory for Clays,” Report No. 8, Soil Mechanics Series, Graduate School of Engineering, National University of Mexico, 1983.
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Published In
Journal of Geotechnical Engineering
Volume 109 • Issue 6 • June 1983
Pages: 869 - 871
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Copyright © 1983 ASCE.
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Published online: Jun 1, 1983
Published in print: Jun 1983
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