We analyze analytically and numerically the stress distribution along the p
lug-rock interface and within an axially loaded plug emplaced in a borehole
in rock. Experiments show that the interface strength increases with decre
asing plug radius and with increasing plug length. Axial strength decreases
as a power law of plug radius. An increase in the modulus ratio (ratio of
plug modulus to rock modulus) increases the interface strength, until it le
vels off at a ratio of about 5.0. For short plugs, the tensile stresses may
reach a magnitude significant to be of concern for long-term stability of
the plug and of the host rock. Our studies suggest designing friction plugs
with a length to radius ratio of at least 8.0. In practice, especially for
short-term performance, e.g., emergency flood control or temporary diversi
ons, a ratio of 8.0 may not be necessary or justified. For permanent abando
nment plugs, it is essential to reduce the tensile stresses in the plug and
in the host rock to a level that will minimize the risk of long-term deter
ioration. We recommend in situ experiments on larger diameter plugs to asse
ss the validity of the proposed size effect extrapolation obtained in this
study.