In this paper, a new boundary element method for the interaction betwe
en frictional bolts and rock mass is presented by formulating the surf
ace frictional forces of the bolts in terms of the displacements of th
e rock mass. The corresponding formulation for the underground opening
s supported by frictional bolts is derived. The action of the bolts on
the rock mass is reduced to line integrals along the bolt length. The
n the bolts are discretized into a number of quadratic elements. Analy
tical expressions are obtained when the source point coincides with on
e of the element nodes. Formulations for calculating the stress at int
ernal points are also presented. The algebraic equations are establish
ed by the usual nodal collocation scheme. A computer code for the appr
oach has been written based on the linear element program. Finally, tw
o examples are presented to demonstrate the effectiveness of this meth
od.