Numerical and Experimental Approach for Failure Analysis of Soil Subjected to Surface Explosion Loading

Figure 8

Temporal variation of soil plastic strain induced by an explosion. (a) t = 99.89 μs. (b) t = 1,499.90 μs. (c) t = 499.88 μs. (d) t = 2,000.00 μs. (e) t = 999.84 μs. (f) t = 2,499.90 μs.

(a)

(b)

(c)

(d)

(e)

(f)