On the causes of pressure oscillations in low-permeable and low-compressible porous media

Author:

Haga Joachim Berdal12,Osnes Harald12,Langtangen Hans Petter13

Affiliation:

1. Scientific Computing Department; Simula Research Laboratory; Norway

2. Department of Mathematics; University of Oslo; Norway

3. Department of Informatics; University of Oslo; Norway

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference26 articles.

1. General theory of three-dimensional consolidation;Biot;Journal of Applied Physics,1941

2. An accuracy condition for consolidation by finite elements;Vermeer;International Journal for Numerical and Analytical Methods in Geomechanics,1981

3. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems;Zienkiewicz;Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences,1990

4. On stability and convergence of finite element approximations of Biot's consolidation problem;Murad;International Journal of Numerical Methods in Engineering,1994

5. Asymptotic behavior of semidiscrete finite-element approximations of Biot's consolidation problem;Murad;SIAM Journal on Numerical Analysis,1996

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