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Finite-element analysis of seepage in elastic media
Variational principle is used in conjunction with finite-element method to solve initial boundary value problem of flow in saturated porous elastic medium; this results in solution technique for determination of stress and displacement history, both for solid and liquid phases, for arbitrary boundary conditions and within complex geometrical configurations; direct application is to problems of consolidation and drainage of saturated soils under load; linear theory of coupled fields is treated but extension to nonlinear problems is possible through use of incremental procedures. (39552)
Finite-element analysis of seepage in elastic media
Variational principle is used in conjunction with finite-element method to solve initial boundary value problem of flow in saturated porous elastic medium; this results in solution technique for determination of stress and displacement history, both for solid and liquid phases, for arbitrary boundary conditions and within complex geometrical configurations; direct application is to problems of consolidation and drainage of saturated soils under load; linear theory of coupled fields is treated but extension to nonlinear problems is possible through use of incremental procedures. (39552)
Finite-element analysis of seepage in elastic media
ASCE J Eng Mech Div
Sandhu, R.S. (author) / Wilson, E.L. (author)
1969
12 pages
Article (Journal)
English
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