Constitutive Model Considering Sand Crushing

The behavior of sand crushing will appear when the confining pressure is up to a certain value, which results in disappearing of the positive dilatancy of sand. Adopting a new hardening parameter with the crushing stress, an elastoplastic constitutive model considering sand crushing is proposed. Com...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 2008, Vol.48(4), pp.603-608
Hauptverfasser:	Yao, Yang-Ping, Yamamoto, Haruyuki, Wang, Nai-Dong
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts crushing dilatancy Exact sciences and technology Geotechnics hardening IGC: D6 sand Soil investigations. Testing Structural analysis. Stresses
Online-Zugang:	Volltext
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