Elastoplastic Model of Sand under Complex Loading

The unified hardening model for overconsolidated clay is extended to the cyclic model considering the stress–strain relationship for sands by adopting the rotational hardening rule. The equations for the normal consolidated line and critical state line are revised in the e-lnp space to describe the...

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Veröffentlicht in:	Проблемы прочности
Datum:	2018
Hauptverfasser:	Wan, Z., Song, C.C., Gao, W.S.
Format:	Artikel
Sprache:	Englisch
Veröffentlicht:	Інститут проблем міцності ім. Г.С. Писаренко НАН України 2018
Schlagworte:	Научно-технический раздел
Online Zugang:	https://nasplib.isofts.kiev.ua/handle/123456789/173996
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!
Назва журналу:	Digital Library of Periodicals of National Academy of Sciences of Ukraine
Zitieren:	Elastoplastic Model of Sand under Complex Loading / Z. Wan, C.C. Song, W.S. Gao // Проблемы прочности. — 2018. — № 5. — С. 98-106. — Бібліогр.: 14 назв. — англ.

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