Table 1: Experimental result of physical properties of composite slurry.

Experimental group Water-solid ratio Mass percentage of fly ash in the cement (%) Mass percentage of clay in the cement (%) Mass percentage of quicklime in the cement (%) Mass percentage of Na2SO4 in the cement (%) Initial maxing viscosity(s) Bulk density
(G/cm3)
Concretion ratio
(%)
Water-liberating rate
(%)
Setting time(h:min)
A B C D E Initial setting Final setting
1 0.5:1 25 20 3 5 - 1.80 99.3 0.5 6:35 12:25
2 1.0:1 45 10 3 3 22 1.43 87.5 13.0 20:45 31:15
3 0.8:1 45 20 5 7 31 1.53 93.3 4.2 13:15 23:05
4 1.5:1 25 10 5 1 20 1.32 71.8 30.5 31:15 48:35
5 0.5:1 35 10 7 7 - 1.80 98.3 1.0 7:0 12:15
6 1.0:1 15 20 7 1 25 1.44 86.3 7.0 19:35 30:05
7 0.8:1 15 10 2 5 32 1.58 95.0 4.2 11:45 20:55
8 1.5:1 35 20 2 3 18 1.32 66.3 43.6 31:05 48:10
9 0.5:1 15 25 5 3 - 1.80 99.5 0.2 7:30 12:50
10 1.0:1 35 15 5 5 23 1.45 88.3 15.1 19:05 29:15
11 0.8:1 35 25 3 1 29 1.50 93.3 3.1 12:30 21:45
12 1.5:1 15 15 3 7 20 1.32 68.8 37.4 30:45 47:55
13 0.5:1 45 15 2 1 - 1.79 98.8 1.0 7:35 13:10
14 1.0:1 25 25 2 7 24 1.43 91.3 5.1 20:15 31:05
15 0.8:1 25 15 7 3 33 1.56 93.3 2.5 12:05 21:15
16 1.5:1 45 25 7 5 18 1.34 72.0 30.5 31:25 49:10