Analytical Study on Dynamic Response of Deep Foundation Pit Support Structure under the Action of Subway Train Vibration Load: A Case Study of Deep Foundation Pit of the New Museum Near Metro Line 2 in Chengdu, China

<div>Time history diagram of surface displacement at the monitoring points surrounding the foundation pit. West monitoring site DC3 (black), south monitoring site DC5 (red), east monitoring site DC7 (purple), and north monitoring site DC8 (blue).</div>

Shock and Vibration

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Figure 8

Figure 8: Analytical Study on Dynamic Response of Deep Foundation Pit Support Structure under the Action of Subway Train Vibration Load: A Case Study of Deep Foundation Pit of the New Museum Near Metro Line 2 in Chengdu, China 

Figure 8 | Analytical Study on Dynamic Response of Deep Foundation Pit Support Structure under the Action of Subway Train Vibration Load: A Case Study of Deep Foundation Pit of the New Museum Near Metro Line 2 in Chengdu, China 