“…On the above basis, notably the latest experiments on Slochteren sandstone (Hol et al, , ; Pijnenburg et al, ) and earlier tests (Bernabe et al, ), it is increasingly clear that inelastic deformation contributes significantly to the compressive deformation of sandstone at the small strains (<1%) relevant for producing reservoirs. However, most geomechanical models addressing induced subsidence and seismicity ignore any inelastic contribution to the deformation of the reservoir and describe compaction using a simple compaction coefficient, in effect a poroelastic stiffness or compliance constant (Bourne et al, ; Dempsey & Suckale, ; Lele et al, ; Mulders, ; Postma & Jansen, ; van Eijs et al, ; Wassing et al, ; Zbinden et al, ). When an inelastic contribution is included, it is typically described using plasticity theory, originally developed to represent the inelastic deformation behavior of incohesive soils (Chan et al, ; Crawford et al, ; Crawford & Yale, ; Fredrich & Fossum, ; Han et al, ).…”