Closure to “Unsaturated Constitutive Surfaces from Pressuremeter Tests” by Fernando Schnaid, Luis Artur Kratz de Oliveira, and Wai Ying Yuk Gehling
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VIEW THE REPLYAuthors: Fernando Schnaid [email protected], Luis Artur Kratz de Oliveira [email protected], and Wai Ying Yuk Gehling [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 9
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References
Alonso, E. E., Gens, A., and Josa, A. (1990). “A constitutive model for partially saturated soils.” Goétechnique, 36(3), 405–430.
Mantaras, F. M., and Schnaid, F. (2002). “Cavity expansion in dilatant cohesive-frictional soils.” Goétechnique, 52(5), 337–348.
Schnaid, F., and Mantaras, F. M. (2002). “Cavity expansion in cemented materials: Structure degradation effects.” Goétechnique, 53(9), 797–808.
Yu, H. S., and Houlsby, G. (1991). “Finite cavity expansion in dilatant soils: Loading analysis.” Goétechnique, 41(2), 173–183.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 9 • September 2005
Pages: 1186 - 1187
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© 2005 ASCE.
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Published online: Sep 1, 2005
Published in print: Sep 2005
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Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osv. Aranha 99, 3 andar, 90035-190, Porto Alegre, RS, Brazil. E-mail: [email protected]
Research Student, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osv. Aranha 99, 3 andar, 90035-190, Porto Alegre, RS, Brazil. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osv. Aranha 99, 3 andar, 90035-190, Porto Alegre, RS, Brazil. E-mail: [email protected]
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