Tunnels & tunnelling · 1978 · 36 citations · 0 references
EngineeringCivil EngineeringStructural EngineeringTunnel EngineeringTunneling EngineeringBolted ConnectionsRock FailureTunnel Structural AnalysisAnchor BehaviorBolt DesignBoltsRock BoltingRock Tunnel BehaviorShear Stress
The article illustrates the features of fully-bonded rock bolt behaviour and gives results from instrumented rock bolts used in the Kielder Experimental Tunnel. Based on these results it is concluded that (1) the behaviour of rock bolts can be described in terms of anchor and pick-up length, (2) there is a wide range of behaviour of similar bolts in the same rock, (3) unsatisfactory behaviour is associated with short anchor length, (4) tightening the nut on the rock bolt increases the anchor length at the expense of higher bolt loading, and (5) at rock bolt failure, shear stress passes through a maximum to a lower constant value. /TRRL/