Proceedings of the Japan National Conference on Geotechnical Engineering
The 39th Japan National Conference on Geotechnical Engineering
Session ID : 222
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Host: The Japanese Geotechnical Society

Modeling of dilatancy characteristics of a sandy soil during seepage-induced shear failure
*Makoto Ishimaru, Noriaki Sento, Ryosuke Uzuoka, Motoki Kazama
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Keywords: dilatancy, void ratio, elasto-plasticity
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[in Japanese]
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© 2004 The Japanese Geotechnical Society
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