Closure to “Volume Change Behavior of Collapsible Compacted Gneiss Soil,” by Jose H. F. Pereira and Delwyn G. Fredlund
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Volume 128, Issue 2
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References
Alonso, E., Gens, A., and Josa, A. (1993). “Modelling the behaviour of compacted soils,” ASCE, Geotechnical Special Publication No. 39, Dallas, 103–114.
Escario, V. (1973). “Gradual collapse of soils originated by a suction decrease,” Oral and postwritten communication on ICSMFE, Moscow, Vol. 4.2, 123–124.
Escario, V., and Saez, J. (1973). “Measurements of the properties of swelling and collapsing soils under controlled suction,” Proc., 3rd Int. Conf. on Expansive Soils, Hafia, Vol. 1, 195–200.
Houston, W. N., Mahmoud, H. H., and Houston, S. L. (1993). “A laboratory procedure for partial wetting collapse determination.” ASCE, Geotechnical Special Publication No. 39, Dallas, 54–63.
Pereira, J. H. (1996). “Numerical analysis of the mechanical behavior of small collapsing earth dams during first reservoir filling.” PhD thesis, Univ. of Saskatchewan, Sask., Canada.
Pereira, J. H., and Fredlund, D. G. (1997). “Constitutive modelling of a metastable-structured compacted soil,” Proc. Int. Symposium on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, RJ, Brazil, M. Almeida, ed., Balkema, Rotterdam, 317–326.
Sivakumar V., and Wheeler, S. J. (1993). “Elasto-plastic volume change of unsaturated compacted clay.” ASCE, Geotechnical Special Publication No. 39, Dallas, 127–138.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 2 • February 2002
Pages: 184 - 185
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Published online: Feb 1, 2002
Published in print: Feb 2002
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