Personnel Casualty Assessment for Explosion in the Subway Platform

Table 3

Comparative analysis of the strength of shock waves for the explosion on the platform.

No.	Location	Structure		Explosive charge (kg)	Overpressure (kPa)		Impulse (Pa·s)
					max	min	max	min
1	Center of the platform	No shield door		5	1610.668	5.668	760.325	106.337
2				10	2568.668	8.668	1040.437	191.114
3				20	3260.668	13.668	1550.359	363.412
4				40	14998.668	19.668	3283.549	741.108
5	Edge of the platform	No shield door		40	14998.668	21.668	2182.809	738.794
6	Entrance to the stairs	No shield door		40	14998.668	24.668	3919.905	853.642
7	Center of the platform	Shield door	Half-height	40	14998.668	20.668	3287.955	636.178
8			Full-height and semiclosed	40	14998.668	18.668	3318.273	679.359
9			Full-height and fully closed	40	14998.668	17.668	3277.545	668.942