Plane-Strain Shear Dislocation on a Leaky Plane in a Poroelastic Solid

Solutions for the stress and pore pressure p are derived due to sudden introduction of a plane strain shear dislocation on a leaky plane in a linear poroelastic, fluid-infiltrated solid. For a leaky plane, y 1⁄4 0, the fluid mass flux is proportional to the difference in pore pressure across the plane requiring that Dp 1⁄4 R@p=@y, where R is a constant resistance. For R 1⁄4 0 and R ! 1, the expressions for the stress and pore pressure reduce to previous solutions for the limiting cases of a permeable or impermeable plane, respectively. Solutions for the pore pressure and shear stress on and near y 1⁄4 0 depend significantly on the ratio of x and R. For the leaky plane, the shear stress at y 1⁄4 0 initially increases from the undrained value, as it does from the impermeable plane, but the peak becomes less prominent as the distance x from the dislocation increases. The slope (@rxy=@t) at t 1⁄4 0 for the leaky plane is always equal to that of the impermeable plane for any large but finite x. In contrast, the slope @rxy=@t for the permeable fault is negative at t 1⁄4 0. The pore pressure on y 1⁄4 0 initially increases as it does for the impermeable plane and then decays to zero, but as for the shear stress, the increase becomes less with increasing distance x from the dislocation. The rate of increase at t 1⁄4 0 is equal to that for the impermeable fault. [DOI: 10.1115/1.4035179]