Research Article
In Situ Creep Model Testing for the Tunnel Anchor Foundation of Xingkang Suspension Bridge in Luding of China
Figure 23
Effect of η2 on the strain of tunnel anchor under loads of (a) 1.0 Nm, (b) 3.5 Nm, and (c) 7.0 Nm.
| (a) |
| (b) |
| (c) |
| (a) |
| (b) |
| (c) |