Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of K0-Consolidated Soils

Different features, such as rotational hardening and nonassociated flow, have been added to the classic modified cam-clay (MCC) model. However, there is little knowledge about their role and importance in simulating in situ soils. This study examined the effects of rotational hardening and associate...

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Veröffentlicht in:	International journal of geomechanics 2023-12, Vol.23 (12)
Hauptverfasser:	Peng, Maozhu, Sen, Mei, Zhen-Yu, Yin
Format:	Artikel
Sprache:	eng
Schlagworte:	Clay Constitutive models Exact solutions Fluid flow Mathematical models Shear strength Soil Soil strength Soils Stress ratio
Online-Zugang:	Volltext
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