Through field measurements, it was shown that the shear stresses along a fully grouted rock blot were proportional to the differences between the displacement of a bolt rod and that of surrounding rock. Accordingly the theoretical equation for the displacement along a rock bolt, R(x), can be proposed as differential form; $ frac{d^2R(x)}{dx^2}-aR(x)=-a^2U(x)$ where U(x) is the displacement of surrounding rock and α is a constant. In this study above equation was applied to the boundary element analysis which can simulate the supporting behavior of each rock bolt around a tunnel and the results of the implementation of boundary element technique were shown.