Discussion: Loading Tests on Circular and Ring Plates in Very Dense Cemented Sands
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Briaud, J. L., and Jeanjean, P.(1994). “Load-settlement curve method for spread footing on sand.”Proc., Conf. Settlement '94, ASCE, New York, N.Y., 40(2), 1774–1804.
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Consoli, N. C., Schnaid, F., and Mantaras, F. M. (1994). “Numerical analysis of pressuremeter tests and its application to the design of shallow foundations.”Proc., 2nd Int. Workshop on Applications on Computational Mech. in Geotech. Engrg., A. A. Balkema, Rotterdam, The Netherlands.
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Gens, A., and Nova, R. (1993). “Conceptual bases for a constitutive model for bonded soils and weak rocks.”Geotech. engineering of hard soils-soft rocks. A. A. Balkema, Rotterdam, The Netherlands, 485–494.
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Leroueil, S., and Vaughan, P. R.(1990). “The general and congruent effects of structure in natural soils and weak rocks.”Géotechnique, London, England, 40(3), 467–488.
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Schnaid, F., Consoli, N. C., Cudmani, R. O., and Milititsky, J. (1995). “Load-settlement response of shallow foundations in structured unsaturated soils.”Proc., 1st Int. Conf. on Unsaturated Soils, A. A. Balkema, Rotterdam, The Netherlands, 999–1004.
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Terzaghi, K. (1943). Theoretical soil mechanics. John Wiley & Sons, Inc., New York, N.Y.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123 • Issue 10 • October 1997
Pages: 990 - 991
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Oct 1, 1997
Published in print: Oct 1997
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