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In the process of spraying, problems with rebound and difficulties in performing accurate measurements lead to variations in thickness of the applied shotcrete. The thickness of the applied shotcrete will mainly depend on rock surface geometry, the shotcreting process, and the skill of the operator. Rock bolts are used to secure individual blocks and to provide structural connection between rock and shotcrete where and if the bond strength is insufficient. The shotcrete keeps loose blocks together and ensures the arch shape of the tunnel which enables the rock to carry its own deadweight. One way to reinforce the rock is to use wet-sprayed, fibre reinforced shotcrete (FRS) in combination with rock bolts. IntroductionĪ common construction method of tunnels in hard and good quality rock is by drill and blast. The study verifies that an end-restrained shotcrete slab is prone to shrinkage induced cracking and shows the importance of a continuous bond to avoid wide shrinkage cracks when shotcrete is sprayed directly onto the rock. The effects of glass fibre reinforcement and bond were implemented in the study by changing the fracture energy in bending and in the interaction between shotcrete and the substrate. Special focus was given to the effects of the irregular shape and varying thickness of the shotcrete. In this paper, a method for nonlinear numerical simulations has been demonstrated, for the study of differences in stress build-up and cracking behaviour of restrained shotcrete slabs subjected to shrinkage. Depending on water conditions, shotcrete is sprayed directly either onto the rock surface or over a drainage system, creating a fully restrained or an end-restrained structural system. The irregular rock surface and the projection method of shotcrete lead to a tunnel lining of varying thickness with unevenly distributed stresses that affect the risk of cracking during shrinkage of the young and hardening material. Modern tunnels in hard rock are usually constructed by drill and blast with the rock reinforced by shotcrete (sprayed concrete) in combination with rock bolts. |
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