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Elasto-viscoplastic constitutive model for clay and FEM analysis of the time-dependent behavior of clay deposits in tunneling : Adachi, T; Hirata, T; Hashimoto, T; Oka, F; Mimura, M Proc 3rd International Symposium on Numerical Models in Geomechanics (NUMOG III), Niagara Falls, 8–11 May 1989P593–607. Publ London: Elsevier Applied Science, 1989

Publisher: Elsevier Science
Year: 1991
Tongue: English
Weight: 110 KB
Volume: 28
Category: Article
ISSN: 0148-9062
DOI: 10.1016/0148-9062(91)91072-y

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