Numerical solution for consolidation and desiccation of soft soils

The consolidation and desiccation behaviour of soft soils can be described by two time‐dependent non‐linear partial differential equations using the finite strain theory. Analytical solutions do not exist for these governing equations. In this paper, we develop efficient numerical methods and softwa...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2002-02, Vol.26 (2), p.139-161
Hauptverfasser:	Yao, Daniel T. C., de Oliveira-Filho, Waldyr Lopes, Cai, Xiao-Chuan, Znidarcic, Dobroslav
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences boundary refinement Buildings. Public works centrifuge test Computation methods. Tables. Charts consolidation desiccation Exact sciences and technology finite difference Geotechnics Neumann type boundary condition non-linear partial differential equations soft soil Stabilization. Consolidation Structural analysis. Stresses time integration
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