Deformation of a poroelastic layer overlying an elastic half‐space due to dip‐slip faulting. (14th July 2015)

• Record Type: Journal Article
• Authors: Verma, R. C.; Rani, S.; Singh, S. J.
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 40:Number 3(2016)
• Page Start: 391
• Page End: 405
• Publication Date: 2015-07-14
• Subjects: deformation -- poroelastic layer -- elastic half‐space -- dip‐slip faulting; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2410
• Languages: English
• ISSNs: 0363-9061

Abstract

Summary: An analytical solution of the plane strain problem of the deformation of a homogeneous, isotropic, poroelastic layer of uniform thickness overlying a homogeneous, isotropic, elastic half‐space due to two‐dimensional seismic sources buried in the elastic half‐space has been obtained. The integral expressions for the displacements, stresses and pore pressure have been obtained using the stress function approach by applying suitable boundary conditions at the free surface and the interface. The solution obtained is in the Laplace–Fourier transform domain. The case of a vertical dip‐slip line dislocation for the oceanic crust model of Earth is studied in detail. Schapery's formula is used for the Laplace inversion and the extended Simpson's formula for the Fourier inversion. Diffusion of pore pressure in the layer is studied numerically. Contour maps showing the pore pressure in the poroelastic layer have been plotted. The effect of the compressibility of the solid and fluid constituents on pore pressure has also been studied. Copyright © 2015 John Wiley & Sons, Ltd.