Effect of Water-Cement Ratio on Pore Structure and Strength of Foam Concrete

Table 3

Mix proportions of raw materials.

Mixes designation	Design density (kg/m^3)	Cement (g)	Water (g)	w/c	Foam (mL)
400-0.40	400	2909	1164	0.40	5883
400-0.45	400	2909	1309	0.45	5737
400-0.50	400	2909	1455	0.50	5592
400-0.55	400	2909	1600	0.55	5446
400-0.60	400	2909	1745	0.60	5301
500-0.40	500	3636	1454	0.40	5353
500-0.45	500	3636	1636	0.45	5171
500-0.50	500	3636	1818	0.50	4990
500-0.55	500	3636	2000	0.55	4808
500-0.60	500	3636	2182	0.60	4626
600-0.40	600	4364	1746	0.40	4824
600-0.45	600	4364	1964	0.45	4606
600-0.50	600	4364	2182	0.50	4387
600-0.55	600	4364	2400	0.55	4169
600-0.60	600	4.364	2618	0.60	3951
700-0.40	700	5091	2036	0.40	4294
700-0.45	700	5091	2291	0.45	4040
700-0.50	700	5091	2546	0.50	3785
700-0.55	700	5091	2800	0.55	3531
700-0.60	700	5091	3055	0.60	3276
800-0.40	800	5818	2327	0.40	3765
800-0.45	800	5818	2618	0.45	3474
800-0.50	800	5818	2909	0.50	3183
800-0.55	800	5818	3200	0.55	2892
800-0.60	800	5818	3491	0.60	2601