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 |
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| Datum: | 2018 |
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | English |
| Veröffentlicht: |
Інститут проблем міцності ім. Г.С. Писаренко НАН України
2018
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| Schlagworte: | |
| Online Zugang: | https://nasplib.isofts.kiev.ua/handle/123456789/173996 |
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| 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. |