First-Time Application of Underwater Live Concrete for Economic Retrofitting of Damaged Bridge Piers in Bangladesh

Table 6

pH, weight loss, and slump of UWC in various AWA dosages.

AWA dosages (%)	pH	Weight loss (%)	Runoff resistance (%)	Slump (mm)
0.0	7.005	10.1	89.9	210
0.1	7.004	8.2	91.8	190
0.2	7.002	7.5	92.5	170
0.3	7.001	5.1	94.9	150
0.4	6.998	4.8	95.2	140
0.5	6.995	3.2	96.8	130