The Materialization Characteristics and Ratio of a New Soil Paste Filling Material

Table 7

Results of the paste performance test.

Trial number	Influencing factors			Collapsing degree (cm)	Bleeding rate (%)	Stone rate (%)	Compressive strength (MPa)
	X (%)	Y	Z (days)
1	76	1 : 1	3	24.7	2.27	95	1.55
2	78	1 : 1	3	22.5	1.77	96	2.53
3	76	1 : 1	7	24.7	2.27	95	1.88
4	78	1 : 1	7	22.5	1.77	97	2.69
5	76	1 : 1	14	24.7	2.27	95	2.08
6	78	1 : 1	14	22.5	1.77	98	3.58
7	76	1 : 1	28	24.7	2.27	93	3.35
8	78	1 : 1	28	22.5	1.77	99	4.53
9	80	1 : 1	28	20.3	1.45	100	4.69
10	82	1 : 1	28	16.5	1.31	100	7.64
11	80	1 : 2	28	18.1	1.04	93	4.26
12	80	2 : 1	28	21.5	1.93	100	6.42
13	80	Plain cement	28	20.6	2.18	100	9.25
14	80	Plain red soil	—	14.4	0.9	83	1.39