Enhancement of engineering properties of cement mortars with masonry construction and demolition fines via carbon dioxide utilization, storage and chemical treatment

被引:5
作者
Dwivedi, Ashutosh [1 ]
Bollam, Ramakrishna [2 ]
Gupta, Souradeep [1 ]
机构
[1] Indian Inst Sci, Ctr Sustainable Technol, Bangalore 560012, India
[2] VNR Vignana Jyothi Inst Engn & Technol, Dept Civil Engn, Hyderabad 500090, India
关键词
Mortar; Carbon dioxide utilization; Carbon Sequestration; Construction and demolition wastes; Shrinkage; CALCIUM SILICATE HYDRATE; PORTLAND-CEMENT; MICROSTRUCTURE; AGGREGATE; CONCRETE; GYPSUM; REPLACEMENT; SHRINKAGE;
D O I
10.1016/j.conbuildmat.2024.137355
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shortage of natural sand is severely affecting the global construction industry. The construction sector also generates a substantial amount of construction and demolition (C &D) waste of which masonry wastes constitute a major fraction. Using a circular economy approach, this article explores the feasibility of using treated masonry waste fines (MWF) to replace 75 % of natural sand in Portland cement-based mortars. The treatment consists of a combination of acid washing and CO 2 curing to improve the engineering properties of MWF-cement mortars. 0.1 mol/L and 0.5 mol/L (M) H 2 SO 4 were used for chemical treatment of the MWF followed by CO 2 curing at 50,000 ppm for 4 hours. Mortars containing treated MWF (MWF-0.1 M-C and MWF-0.5 M-C) were subject to conventional curing (moist curing followed by dry curing at 30 degrees C and 65 % RH) and carbon sequestration via accelerated carbonation curing. Experimental findings suggest that combined treatment with acid and CO 2 reduces the pore volume by 13 - 27 % in the pore size range of 10 - 100 nm in MWF. Consequently, mortars with MWF-0.1 M-C and MWF-0.5 M-C show 29 - 30.50 % higher compressive strength at 28-d age and a 29 - 36 % reduction in total shrinkage compared to mortars with similar dosages of as-received MWF. This ensures statistically similar strength and shrinkage as that of the plain mortar (with 100 % natural sand), demonstrating the potential for 75 % sand replacement using treated MWF. Furthermore, carbon sequestration of 16.40 - 19 % by mass of Portland cement is achieved, which contributes to a 15 % enhancement in early strength and reduces the mesoporous volume and shrinkage by up to 43 % and 15-19 % respectively. In summary, the research offers a pathway to recover a "new sand" from C &D wastes , which could be used to manufacture masonry construction products with reduced demand for natural sand.
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页数:25
相关论文
共 77 条
[1]  
Alapati P., 2018, 6 INT C DUR CONCR ST
[2]   Effects of sulfates on the hydration of Portland cement - A review [J].
Andrade Neto, Jose da Silva ;
De la Torre, Angeles G. ;
Paula Kirchheim, Ana .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 279
[3]  
[Anonymous], 2020, India recycles only 1% of its construction and demolition waste
[4]  
[Anonymous], 2023, ECONOMY & POLICY Mangaluru Construction Sector Hit by Sand Crisis
[5]  
[Anonymous], 2013, Standard Specifications for Transportation Materials and Methods of Sampling and Testing (33rd Edition) and AASHTO Provisional Standards, V33rd
[6]  
[Anonymous], 2021, ASTM C191
[7]  
[Anonymous], ASTM International, ASTM C109 ASTM C109, P2020, DOI [10.1520/C0109_C0109M-20B, DOI 10.1520/C0109_C0109M-20B]
[8]  
[Anonymous], 2013, ASTM INT STANDARD TE, P1, DOI [DOI 10.1520/E2809-13.2, 10.1520/C1437- 15, DOI 10.1520/C1437-15]
[9]  
[Anonymous], 1963, IS 2386
[10]  
[Anonymous], 2021, ASTM C 642