The Extension of Rowe’s Stress-Dilatancy Model to General Stress Condition

In this paper, Rowe’s stress-dilatancy formulation, originally developed for 2D and triaxial stress conditions, is extended to a more general three-dimensional stress condition. By introducing a second order tensor n defined as a tensor product of stress and strain increment tensors, Rowe’s model is...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 2004/08/15, Vol.44(4), pp.1-10
Hauptverfasser:	Guo, Pei J., Stolle, Dieter F.E.
Format:	Artikel
Sprache:	eng
Schlagworte:	3D stress condition Applied sciences Buildings. Public works Computation methods. Tables. Charts deformation dilatancy Exact sciences and technology Geotechnics granular material granular material (IGC: D6) Soil mechanics. Rocks mechanics Structural analysis. Stresses
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creator	Guo, Pei J. Stolle, Dieter F.E.
description	In this paper, Rowe’s stress-dilatancy formulation, originally developed for 2D and triaxial stress conditions, is extended to a more general three-dimensional stress condition. By introducing a second order tensor n defined as a tensor product of stress and strain increment tensors, Rowe’s model is re-interpreted in terms of the invariants of this tensor and is expressed in a tensorial form applicable to both 2D and 3D stress conditions. Comparisons with experimental data show that the extended 3D stress-dilatancy formulation can reproduce experimental dilatancy characteristics for general stress conditions.
doi_str_mv	10.3208/sandf.44.4_1
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subjects	3D stress condition Applied sciences Buildings. Public works Computation methods. Tables. Charts deformation dilatancy Exact sciences and technology Geotechnics granular material granular material (IGC: D6) Soil mechanics. Rocks mechanics Structural analysis. Stresses
title	The Extension of Rowe’s Stress-Dilatancy Model to General Stress Condition
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