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

<div>Stress nephogram of blasthole blasting: (a) no. 1 blasthole (<i>t</i> = 30 ms), (b) no. 3 blasthole (<i>t</i> = 120 ms), (c) no. 4 blasthole (<i>t</i> = 150 ms), and (d) no. 6 blasthole (<i>t</i> = 240 ms).</div>

Shock and Vibration

fig8

Figure 8

Figure 8: Dynamic Response Characteristics of the Structures under Excavation by High-Efficiency Blasting in the Urban Ultradeep Foundation Pit 