In: Civil Engineering
How the slope reinforcement is done by Rick bolting and Rock anchoring?
Rock Anchors- This is the most common type of internal
reinforcement which are threaded steel bars or cables.
They are inserted into the rock by drilled holes and bonded to the
rock mass using cement grout or epoxy resins.
Because the bond strength between the cement grout or resin and the
rock is less than the maximum yielding stress of the steel, Rock
anchors can be used to secure a single loosened block or to
stabilize an entire rock slope that is affected by a prevalent rock
structure. Anchors can be combined with other stabilization
techniques if they cannot mitigate the hazard alone. They are putup
into the rocks reinforcement and combine their strength to give a
highly stable and secure reinforcement.
Rock reinforcement design depend upon surface mapping and
logging discontinuities along with borehole data as
discontinuities strongly control rock slope stability. It is also
important to assess the groundwater present in the rock
discontinuities to measure slope stability.To determine the slope's
safety, the following conditions should be evaluated: the height
and thickness of the rock mass that requires stabilization, and the
shear strength of the failure plane. The reinforcement are analysed
either as a single stabilizing element or a series of reinforcing
element to get desired factor of safety. The length of the bolt or
cable is dependent on the bond strength and spacing.
Rock anchors are usually installed in a grid pattern, in which anchor is the same length and set at a fix distance from the surrounding bolts.Following a set pattern can improve the structural stability of an entire rock face, especially for weathered or highly fractured rock as a design on a bolting pattern around them that makes it more difficult for the surrounding blocks to move.