Potential of Waste Marble Sludge for Repressing Alkali-Silica Reaction in Concrete with Reactive Aggregates

被引:4
作者
Ahmed, Ali [1 ]
Abbas, Safeer [1 ]
Abbass, Wasim [1 ]
Waheed, Ayesha [1 ]
Razzaq, Afia [2 ]
Ali, Elimam [3 ,4 ]
Deifalla, Ahmed Farouk [5 ]
机构
[1] Univ Engn & Technol, Dept Civil Engn, Lahore 54890, Pakistan
[2] Univ Engn & Technol, Dept Architectural Engn & Design, Lahore 39161, Pakistan
[3] Prince Sattam bin Abdulaziz Univ, Coll Engn AlKharj, Dept Civil Engn, Alkharj 16273, Saudi Arabia
[4] Mansoura Univ, Coll Engn, Civil Engn Dept, Mansoura 35516, Egypt
[5] Future Univ Egypt, Fac Engn & Technol, Dept Struct Engn, New Cairo 11845, Egypt
关键词
alkali silica reaction; concrete; durability; expansion; reactive aggregates; waste marble sludge; REACTION ASR EXPANSION; DAMAGE TEST SDT; MECHANICAL-PROPERTIES; FLY-ASH; BY-PRODUCT; POWDER; TEMPERATURE; CEMENT; PERFORMANCE; DETERIORATION;
D O I
10.3390/ma15113962
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The continuous development of the marble industry has led to an increase in the accumulation of waste marble sludge causing landfilling and health-associated issues. The intention of the current study is to explore the potential of waste marble sludge powder (MS) utilization as a means of controlling alkali-silica reaction (ASR) in concrete. Specimen (cubes, prisms, and mortar bars) were prepared to incorporate reactive aggregates and various proportions of MS ranging from 5% to 40% as a replacement for aggregates. Expansion and mechanical strength characteristics were determined to investigate the effectiveness of MS to control ASRfor up to 150 days. Results revealed that on replacing aggregates in the control specimen with 25% MS, the ASR expansion at 14 days reduced from 0.23% to 0.17%, and the expansion at 28 days reduced from 0.28% to 0.17% which is within limits as per American Standard for Testing of Materials (ASTM) C1260. Furthermore, specimens incorporating MS exhibited improved compressive and flexural strength as compared to the identical specimen without MS. Microstructural analysis using Scanning electron microscopy (SEM) revealed micro-cracks in the control specimen while the specimen incorporating MS was found intact. Thus, it can be foreseen that the use of MS as a partial replacement of aggregates can control ASR in concrete as well as reduce the dumping and harmful emissions issue.
引用
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页数:17
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