Experimental Study on Autogenous and Drying Shrinkage of Steel Fiber Reinforced Lightweight-Aggregate Concrete

Table 9

Test results of drying shrinkage of SFRLAC.

Mix number	Curing age (days)
	1	3	7	14	28	60	90	120	150	180	210	240	270
HL0.30/0.4	0	88	126	169	221	266	292	312	318	320	325	328	329
HL0.30/0.8	0	50	111	152	199	242	268	303	316	317	320	324	328
HL0.30/1.2	0	32	77	129	192	218	248	266	292	297	300	304	308
HL0.30/1.6	0	23	48	123	165	210	233	250	274	276	280	284	288
HL0.30/2.0	0	8	44	96	148	185	210	230	250	256	260	264	268
NL0.30/0.8	0	109	124	184	225	272	298	323	343	344	345	345	348
HM0.30/0.8	0	84	137	202	283	329	355	376	382	392	400	400	400
NM0.30/0.8	0	129	257	325	361	408	436	464	480	484	488	496	505