Effects of Nanosilica on Compressive Strength and Durability Properties of Concrete with Different Water to Binder Ratios

Table 3

CH contents by weight for selected concrete samples, calculated from thermal analysis.

w/b	NS (%)	WL (%)	CH content (%)
0.65	0	1.21	4.98
0.65	1.5	1.29	5.30
0.55	0	1.01	4.15
0.55	1	0.98	4.03
0.5	0	1.23	5.06
0.5	1.5	0.66	2.71