Experimental Research on Mix Ratio of Construction Waste Cemented Filling Material Based on Response Surface Methodology

Table 8

Price of partial filling material mix ratio.

No.	x1	x2	x3 (%)	Mc	Mf		Ms	Slump (mm)	Bleeding ratio (%)	28 d compressivestrength (MPa)	Price (yuan/m^3)
1^#	0.507	0.500	0.678	0.817	0.414	0.460	0.147	210	3.99	4.10	103.7
2^#	0.509	0.500	0.686	0.816	0.415	0.460	0.147	210	3.95	4.11	104.0
3^#	0.513	0.498	0.697	0.814	0.418	0.460	0.147	210	3.92	4.09	104.5
4^#	0.506	0.488	0.670	0.818	0.414	0.460	0.147	210	4.03	4.04	105.0
5^#	0.511	0.478	0.680	0.815	0.416	0.460	0.147	210	4.00	3.99	106.5
6^#	0.517	0.448	0.709	0.812	0.420	0.460	0.147	210	4.01	3.83	110.9
7^#	0.505	0.401	0.675	0.818	0.413	0.460	0.147	210	4.14	3.68	115.8
8^#	0.504	0.369	0.700	0.819	0.413	0.460	0.147	210	4.11	3.60	120.5
9^#	0.501	0.352	0.714	0.821	0.411	0.460	0.147	210	4.11	3.56	123.1
10^#	0.497	0.314	0.766	0.823	0.409	0.460	0.147	210	4.03	3.44	129.4