Research Article
A Practical Swelling Constitutive Model of Anhydrite and Its Application on Tunnel Engineering
Figure 12
The results of numerical simulation. (a) Y direction displacement on day 36 (unit: m). (b) Resultant displacement on day 36 (unit: m). (c) Axial force of first lining on day 36 (unit: m). (d) Axial force of rock bolt on day 36 (unit: m).
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