Dynamic Response Characteristics of the Structures under Excavation by High-Efficiency Blasting in the Urban Ultradeep Foundation Pit

Figure 11

The displacement versus time response curves for the supporting pile: (a) node no. 846585, (b) node no. 848037, (c) node no. 848169, (d) node no. 849554, (e) node no. 849915, and (f) the X direction.

(a)

(b)

(c)

(d)

(e)

(f)