Low-carbon enhancement of fly ash geopolymer concrete: Lateral deformation, microstructure evolution and environmental impact

被引:21
|
作者
Yang, Cheng [1 ,2 ,3 ]
You, Jun-Jie [1 ,4 ]
Huang, Yan-Wen [1 ]
Ji, Xin-Min [1 ]
Song, Qian-Yi [5 ,6 ]
Liu, Qing-feng [7 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
[2] Southwest Jiaotong Univ, Natl Engn Res Ctr Geol Disaster Prevent Technol La, Chengdu 610031, Peoples R China
[3] Meijing Construction Technol Chongqing Corp LTD, Chongqing 402460, Peoples R China
[4] Foshan Youngnos Smart City Technol Dev Corp LTD, Foshan 528051, Peoples R China
[5] China Southwest Architectural Design & Res Inst Co, Chengdu 610093, Peoples R China
[6] Southwest Jiaotong Univ, Fac Geosci & Environm Engn, Chengdu 610031, Peoples R China
[7] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
关键词
Fly ash geopolymer concrete; Ordinary portland cement; Uniaxial compressive behavior; Microstructure evolution; Alternative construction materials; Carbon neutrality; COMPRESSIVE STRENGTH; MECHANICAL-PROPERTIES; OPC; CEMENT; TECHNOLOGY; BEHAVIOR;
D O I
10.1016/j.jclepro.2023.138610
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To provide a more environmentally friendly alternative to conventional cement-based concrete, the use of fly ash based geopolymer concrete (FGC) has been explored. However, FGC typically requires high-temperature curing to achieve optimal material performance, which results in significant energy consumption and carbon emissions, leading to negative environmental impacts. To address this issue, a small amount of ordinary Portland cement (OPC) has been added to FGC, facilitating its setting and hardening at room temperature. At four different ages, a series of basic mechanical properties were tested, including Poisson's ratio. At 28 days, the resulting OPC-FGC has demonstrated comparable polymerization reactions and mechanical properties to heat-cured FGC, including lateral deformation ability and compressive behavior. Microscopic tests have shown that OPC-FGC has a denser matrix and a more reasonable pore structure distribution over time than heat-cured FGC. Furthermore, a life cycle assessment has indicated that OPC-FGC has a lower negative impact than heat-cured FGC. These findings suggest that OPC-FGC can be a viable substitute for conventional cement-based concrete, providing both mechanical properties and environmental benefits in engineering applications.
引用
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页数:19
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