A model of hindered transport of solute in shale is described, and the
n used to predict the radial flow of water and solute away from a well
bore. Shale strata in the field may be assumed to extend to infinity,
but laboratory tests are performed using finite samples of shale; both
cases are studied. Osmotic effects can create transient changes in th
e pore pressure (and total stress) which may lead to a disintegration
of the drilled shale and mechanical instability of the wellbore.