Functionalizing heavy metal contained incinerated sewage sludge ash in recycled glass-based alkali-activated materials for sewer environment

被引:5
作者
Ali, Hafiz Asad [1 ,2 ]
Sun, Keke [1 ,2 ]
Lu, Jian-Xin [1 ,2 ]
Poon, Chi Sun [1 ,2 ]
Shilton, Robert [3 ]
Banthia, Nemkumar [3 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
[3] Univ British Columbia, Dept Civil Engn, Vancouver, BC, Canada
关键词
Waste glass powder; Microbial induced corrosion; Incinerated sewage sludge ash; Calcium aluminate cement; Metakaolin; Ground granulated blast furnace slag; BLAST-FURNACE SLAG; FLY-ASH; ACID RESISTANCE; WASTE GLASS; CORROSION; CONCRETE; STRENGTH; BINDERS; CEMENT; METAKAOLIN;
D O I
10.1016/j.conbuildmat.2024.138724
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study evaluates the performance of alkali-activated cement (AAC) mortars in an artificial sewage environment. The mortars, initially prepared with waste glass powder (GP) and ground granulated blast furnace slag (GGBS) in a 50:50 mass ratio, were modified by replacing 10 wt% of GGBS with incinerated sewage sludge ash (ISSA) with the goal of offering a biocidal effect. Comparisons were made with calcium aluminate cement (CAC), metakaolin (MK), and MK combined with zinc ferrite nanoparticles, each at a similar GGBS replacement level. The results showed that only incorporating CAC improved the strength development, achieving compressive and flexural strengths of 62.7 MPa and 7.4 MPa, respectively, at 28 days, while introducing ISSA or MK reduced the compressive strength to 47 MPa and flexural strength to 4.5 MPa. Although heavy metal ions from ISSA or zinc ferrite nanoparticles minimized biofilm thickness, they could not compensate for the reduced strength and increased alkalis leaching. Among all the tested mixtures, the 50GP40GGBS10CAC mixture exhibited superior biogenic acid resistance, possibly due to its Al-rich C-N-A-S-H gel phases (Ca/Si = 0.4, Na/Al = 0.8, Si/Al = 3.4) and refined pore structure (porosity = 3.4 %), making it the most microbial acid-resistant option for sewer rehabilitation.
引用
收藏
页数:15
相关论文
共 73 条
[1]   Acid resistance of alkali-activated binders: A review of performance, mechanisms of deterioration and testing procedures [J].
Aiken, Timothy A. ;
Gu, Lei ;
Kwasny, Jacek ;
Huseien, Ghasan F. ;
McPolin, Daniel ;
Sha, Wei .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 342
[2]   A study on the use of waste glass in preparing alkali-activated repairing material [J].
Ali, Hafiz Asad ;
Keke, Sun ;
Alrefaei, Yazan ;
Poon, Chi Sun .
CONSTRUCTION AND BUILDING MATERIALS, 2024, 435
[3]   Recycling of high-volume waste glass powder in alkali-activated materials: An efflorescence mitigation strategy [J].
Ali, Hafiz Asad ;
Sun, Keke ;
Xuan, Dongxing ;
Lu, Jian-Xin ;
Cyr, Martin ;
Poon, Chi Sun .
JOURNAL OF BUILDING ENGINEERING, 2023, 65
[4]   Enhancing the resistance to microbial induced corrosion of alkali-activated glass powder/GGBS mortars by calcium aluminate cement [J].
Ali, Hafiz Asad ;
Xuan, Dongxing ;
Lu, Jian-Xin ;
Poon, Chi Sun .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 341
[5]   Micro and macro properties of silico-aluminophosphate geopolymer: Role of incinerated sewage sludge ash (ISSA) [J].
Alrefaei, Yazan ;
Ali, Hafiz Asad ;
Lao, Jian-Cong ;
Dai, Jian-Guo ;
Poon, Chi Sun .
CONSTRUCTION AND BUILDING MATERIALS, 2024, 416
[6]  
[Anonymous], 2017, ASTM C1308-08, DOI [10.1520/c1308-08r17, DOI 10.1520/C1308-08R17]
[7]  
[Anonymous], ASTM International, ASTM C109 ASTM C109, P2020, DOI [10.1520/C0109_C0109M-20, DOI 10.1520/C0109_C0109M-20, 10.1520/C0109_C0109M-20B, DOI 10.1520/C0109_C0109M-20B]
[8]  
[Anonymous], 2019, ASTM C1698
[9]   Resistance of alkali-activated slag concrete to carbonation [J].
Bakharev, T ;
Sanjayan, JG ;
Cheng, YB .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (09) :1277-1283
[10]   Influence of slag chemistry on the hydration of alkali-activated blast-furnace slag - Part II: Effect of Al2O3 [J].
Ben Haha, M. ;
Lothenbach, B. ;
Le Saout, G. ;
Winnefeld, F. .
CEMENT AND CONCRETE RESEARCH, 2012, 42 (01) :74-83