Experimental Testing of the Effects of Fine Particles on the Properties of the Self-Compacting Lightweight Concrete

Table 2

Mixture designs.

Concrete compounds	Mass (kg) for the 1 m^3 of concrete
	I			II			III
	M1-1	M1-2	M1-3	M2-1	M2-2	M2-3	M3-1	M3-2
Cement	380	380	430	380	380	430	380	380
Water	185,60	185,44	172	185,60	185,44	172	185,44	185,44
Superplasticizer	6,0	6,37	6,76	6,50	6,86	7,28	7,0	7,0
Aggregate
lightweight aggregate 0–2 mm	346,01	347,19	353,68	172,88	173,50	176,73	345,82	346,49
lightweight aggregate 1–8 mm	444,87	446,39	454,73	444,54	446,13	454,44	444,63	445,49
crushed rock aggregate 0–4 mm	—	—	—	333,40	334,60	340,83	—	—
Silica fume	—	110	—	—	110	—	75	55
Fly ash	120	—	—	120	—	—	—	—
filler	—	—	90	—	—	90	45	65
TOTAL	1482,48	1475,39	1507,17	1642,92	1636,52	1671,27	1482,90