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