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The Effect Of Tunnels' Diameter On The Variations Of End-anchored Rock Bolts' Axial Forces Subjected To Seismic Waves In Steep Ground

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Figure

Fig. 1. The Hoek-Brown failure envelope of shale rock masses in the depth of 25 meters
Fig. 5. The axial force of rock bolts and tunnel displacements for diameter of 6 meters in static mode
Fig. 8. The axial force of rock bolts and tunnel displacements for diameter of 12 meters in static mode
Fig. 13. Variations of axial force in terms of earthquake magnitudes for diameter of 10 meters

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