Improved solution of displacements due to a compacting reservoir over a rigid basement

DOI10.1016/J.APM.2010.02.025zbMath1201.86010OpenAlexW2079414318MaRDI QIDQ611582

Erling Fjær, Pamela Tempone, Martin Landrø

Publication date: 14 December 2010

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2010.02.025

zbMATH Keywords

analytical solutioncompacting reservoirrigid basementsubsidence

Mathematics Subject Classification ID

Potentials, prospecting (86A20)

Related Items (5)

On spatially correlated observations in importance sampling methods for subsidence estimation ⋮ Uncertainties consideration in elastically heterogeneous fluid-saturated media using first-order second moment stochastic method and Green's function approach ⋮ A three-dimensional analytical solution for reservoir expansion, surface uplift and caprock stress due to pressurized reservoirs ⋮ Variability quantification of excess pressure head in heterogeneous deformable aquifers ⋮ An analytical solution for displacements due to reservoir compaction under arbitrary pressure changes

Cites Work

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• The influence of integration rule accuracy on the calculation of surface subsidence by the nucleus of strain method in conjunction with a finite element reservoir simulator
• Semi-analytic modelling of subsidence
• Thermoelastic Stress in the Semi-Infinite Solid

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