Research Article
Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining
Figure 7
Comparison of experimental results to model solution.
(a) Test group of number 3 |
(b) Test group of number 4 |
(c) Test group of number 5 |
(d) Test group of number 6 |
(e) Test group of number 31 |
(f) Test group of number 34 |