Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy

In this paper, a new constitutive model is proposed to describe the mechanical behaviors of soils under different loading conditions. New evolution equations for the development of stress-induced anisotropy and the change of overconsolidation of soils are proposed. By combining systematically the ab...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 2007, Vol.47(4), pp.635-648
Hauptverfasser:	Zhang, Feng, Ye, Bin, Noda, Toshihiro, Nakano, Masaki, Nakai, Kentaro
Format:	Artikel
Sprache:	eng
Schlagworte:	anisotropy Applied sciences Buildings. Public works Computation methods. Tables. Charts constitutive model cyclic mobility Exact sciences and technology Geotechnics IGC: D6 over consolidation Soil investigations. Testing Structural analysis. Stresses structure
Online-Zugang:	Volltext
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