[33 MUN, K. J., “Development and tests of lightweight aggregate using sewage sludge for nonstructural concrete”,Construction and Building Materials, v. 21, n. 7, pp. 1583-1588, Jul. 2007.] |
52,00 |
20,94 |
8,98 |
4,06 |
2,21 |
1,30 |
3,11 |
7,40 |
[44 WANG, X., et al., “Development of lightweight aggregate from dry sewage sludge and coal ash”,Waste management, v. 29, n. 4, pp. 1330-1335, Apr. 2009.] |
24,37 |
7,95 |
6,08 |
10,69 |
10,68 |
0,34 |
5,33 |
34,56 |
[55 TUAN, B. L. A., et al., “Development of lightweight aggregate from sewage sludge and waste glass powder for concrete”,Construction and building materials, v. 47, pp. 334-339, Oct. 2013.] |
36,20 |
14,40 |
9,20 |
6,60 |
2,90 |
0,00 |
2,50 |
28,20 |
[66 TSAI, C. C., WANG, K. S., CHIOU, J., “Effect of SiO2–Al2O3–flux ratio change on the bloating characteristics of lightweight aggregate material produced from recycled sewage sludge”,Journal of hazardous materials, v. 134, n. 1-3, pp. 87-93, Jun. 2006.] |
44,89 |
11,62 |
6,81 |
6,49 |
0,10 |
0,04 |
2,93 |
27,12 |
[77 LIU, M., et al., “Effect of SiO2 and Al2O3 on characteristics of lightweight aggregate made from sewage sludge and river sediment”,Ceramics International, v. 44, n. 4, pp. 4313-4319, Mar. 2018.] |
9,97 |
10,67 |
4,05 |
2,55 |
0,90 |
0,30 |
1,45 |
70,11 |
[88 LIU, M., XU, G., LI, G., “Effect of the ratio of components on the characteristics of lightweight aggregate made from sewage sludge and river sediment”,Process Safety and Environmental Protection, v. 105, pp. 109-116, Jan. 2017.] |
9,97 |
10,67 |
4,05 |
2,55 |
0,90 |
0,30 |
1,45 |
70,11 |
[99 LI, B., et al., “Effects of a two-step heating process on the properties of lightweight aggregate prepared with sewage sludge and saline clay”,Construction and Building Materials, v. 114, pp. 119-126, Jul. 2016.] |
29,10 |
15,20 |
16,40 |
11,50 |
3,60 |
2,30 |
1,80 |
20,10 |
[1010 LIU, M., et al., “Effects of sintering temperature on the characteristics of lightweight aggregate made from sewage sludge and river sediment”,Journal of Alloys and Compounds, v. 748, pp. 522-527, 2018.] |
9,97 |
10,67 |
4,05 |
2,55 |
0,90 |
0,30 |
1,45 |
70,11 |
[1111 CHIOU, J., et al., “Lightweight aggregate made from sewage sludge and incinerated ash”,Waste Management, v. 26, n. 12, pp. 1453-1461, 2006.] |
63,31 |
15,38 |
6,81 |
1,80 |
1,03 |
0,70 |
1,52 |
9,45 |
[1212 WANG, K. S., et al., “Lightweight properties and pore structure of foamed material made from sewage sludge ash”,Construction and Building Materials, v. 19, n. 8, pp. 627-633, Oct. 2005.] |
43,60 |
16,60 |
10,40 |
5,61 |
1,40 |
0,82 |
2,34 |
19,23 |
[1313 LAU, P. C., TEO, D. C. L., MANNAN, M. A., “Mechanical, durability and microstructure properties of lightweight concrete using aggregate made from lime-treated sewage sludge and palm oil fuel ash”,Construction and Building Materials, v. 176, pp. 24-34, Jul. 2018.] |
6,08 |
2,40 |
1,27 |
41,53 |
1,83 |
0,08 |
0,11 |
46,70 |
[1818 GONZÁLEZ-CORROCHANO, B., et al., “Valorization of washing aggregate sludge and sewage sludge for lightweight aggregates production”,Construction and Building Materials, v. 116, pp. 252-262, Jul. 2016.] |
6,41 |
9,85 |
0,63 |
2,25 |
0,61 |
0,15 |
0,37 |
79,73 |
[1919 GONZÁLEZ-CORROCHANO, B., ALONSO-AZCÁRATE, J., RODAS, M., “Production of lightweight aggregates from mining and industrial wastes”.Journal of Environmental Management, v. 90, n. 8, pp. 2801-2812, Jun. 2009.] |
14,40 |
38,52 |
1,54 |
3,57 |
0,93 |
0,58 |
0,64 |
39,82 |
[2020 HE, B. F., “Lightweight Ceramsite based on sewage sludge made by Muffle furnace”, In:IOP Conference Series: Earth and Environmental Science, v. 61, n. 01, p. 012036, IOP Publishing, 2017.] |
39,10 |
11,20 |
9,23 |
3,68 |
2,20 |
0,75 |
1,70 |
32,14 |
[2121 LAU, P. C., TEO, D. C. L., MANNAN, M. A., “Characteristics of lightweight aggregate produced from lime-treated sewage sludge and palm oil fuel ash”,Construction and Building Materials, v. 152, pp. 558-567, Oct. 2017.] |
6,08 |
2,40 |
1,27 |
41,53 |
1,83 |
0,08 |
0,11 |
46,70 |