The most commonly used tendon supports in the Sudbury area include roc
k bolts, rebars, friction anchors and cable bolts. Due to the fact tha
t these tendons are physically different and employ different anchorin
g systems they offer varying degrees of stiffness, yield ability, load
capacity, anchor dependability and energy absorption. These differenc
es coupled with variable rock mass and changing stress conditions have
made it challenging to engineer the design of an effective support sy
stem. By tapping into the knowledge and experience gained by ground co
ntrol practitioners, an empirically based rating system has been assem
bled that offers a guide to designers of support systems when choosing
the most effective tendon support over a range of rock mass and stres
s conditions. A methodology referred to as support planning can be use
d to design support systems whose rehabilitation costs will be minimiz
ed. The use of multiple tendon types in any one support layout is advo
cated, particularly when the stress state of the rock mass to be suppo
rted is expected to undergo a change.