Creep-Like Delayed Failure of Clayey Ground after the End of Embankment Construction-Reference-Cited by-同舟云学术

Creep-Like Delayed Failure of Clayey Ground after the End of Embankment Construction

Published:1998 Issue: Volume: Page:413-422
ISSN:0254-1971
Container-title:Application of Numerical Methods to Geotechnical Problems
language:
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Author:

Asaoka A.,Noda T.,Fernando G. S. K.,Yamada E.

Publisher

Springer Vienna

Link

http://link.springer.com/content/pdf/10.1007/978-3-7091-2512-0_39

Reference18 articles.

1. Asaoka, A., Nakano, M. and Noda, T. (1994): Soil-water coupled behavior of saturated clay near/at critical state, Soils and Foundations, Vol. 34: No. 1: 91–105.

2. Asaoka, A. and Noda, T. (1995): Imperfection sensitive bifurcation of Cam-clay under plane strain compression with undrained boundaries, Soils and Foundations, Vol. 35: No. 1:91–105.

3. Asaoka, A., Nakano, M. and Noda, T. (1997a): Soil-water coupled behavior of heavily overconsolidated clay near/at critical state, Soils and Foundations, Vol. 37, No. 1: 13–28.

4. Asaoka, A., Noda, T. and Fernando, G.S.K. (1997b): Effects of changes in geometry on the linear elastic consolidation deformation, Soils and Foundations, Vol. 37, No. 1: 29–39.

5. Asaoka, A., Nakano, ML, Noda, T. and Kaneda, K. (1997c): Undrained creep rupture of normally consolidated clay triggered by the mode switching during pore water migration, Proc. IS-Nagoya 97 (A. Asaoka, T. Adachi and F. Oka Eds.) Nagoya, Japan: 21–26.

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