Behaviour of Foam Concrete under Impact Loading Based on SHPB Experiments

Table 2

Mixing design for foam concrete with different densities (per m³).

Design plastic density (kg/m^3)	Cement type	Cement (kg)	Sand (kg)	Fly ash (kg)	Water (kg)	Foam agent (kg)
1000	PC	658.77	164.69	—	329.38	5.61
		658.17	—	164.54	329.08	5.57
1200	PC	765.19	191.30	—	382.60	4.23
		764.38	—	191.10	382.19	4.19
1400	PC	864.68	216.17	—	432.34	2.94
		863.64	—	215.91	431.82	2.89