Deformation Characteristics of Ultrahigh-Strength Concrete under Unrestrained and Restrained States

Table 1

Mix proportions.

Mix	W/B	S/A (%)	Unit weight (kg/m3)						SP (%)
			W	C	SF	FA	S	G
HSC	0.30	41.0	171	580	—	—	666	973	0.8
VHSC	0.25	41.5	162	598	52	—	652	934	1.1
UHSC	0.16	32.0	155	824	145	—	414	913	1.9
UHSC-FA10		32.0	155	727	145	97	403	889	1.8
UHSC-FA20		32.0	155	630	145	194	392	865	1.8