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

Table 8

Values of influencing factors in formula (1).

Aggregate type	Coarse aggregate		Fine aggregate
	H	N	L	M
()	1.0 (1.0)	0.8 (1.0)	—	—
()	—	—	1.0 (1.0)	1.45 (1.32)