Advances in Civil Engineering / 2018 / Article / Fig 3

Research Article

Numerical Modeling for Engineering Analysis and Designing of Optimum Support Systems for Headrace Tunnel

Figure 3

Yield elements and yield zone (50%) after RMR (a) and Q (b) supports. Deformation after RMR (c) and Q (d) supports.
(a)
(b)
(c)
(d)

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