Innovative strategy to reduce autogenous shrinkage in alkali-activated slag using hydrophilic carbon nanotube sponge

被引:1
作者
Wang, Xinming [1 ,2 ]
Zhong, Jing [1 ,2 ]
Sun, Yubo [3 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China
[3] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong 999077, Peoples R China
基金
中国国家自然科学基金;
关键词
Alkali-activated slag; Hydrophilic carbon nanotube sponge; Autogenous shrinkage; Internal curing; SUPERABSORBENT POLYMERS; DRYING SHRINKAGE; PORE SOLUTION; MORTARS; DEFORMATION; MITIGATION; MECHANISMS; STRENGTH; BEHAVIOR; PASTE;
D O I
10.1016/j.compositesb.2025.112447
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Alkali-activated slag (AAS) cement is recognized as a sustainable alternative to Portland cement (PC) binders. However, its practical application in construction is hindered by significant autogenous shrinkage. This study presents an innovative internal curing strategy by incorporating a hydrophilic carbon nanotube sponge (HCNTSP) into the AAS paste. Due to the high stiffness of the CNT framework, H-CNTSP exhibits remarkable absorption capacities for activator and pore solution, reaching 74 g/g and 67 g/g, respectively-236 % higher than that of conventional superabsorbent polymer (SAP). The addition of just 0.08 wt% H-CNTSP effectively reduces autogenous shrinkage by 71 %, attributed to the sustained liquid release, as confirmed by the monitoring of internal relative humidity. Moreover, the loss in mechanical properties typically associated with internal curing agents is significantly minimized, thanks to the formation of a CNT/reaction product nanocomposite layer with enhanced stiffness. This study offers a promising solution to address the limitations of the AAS system, paving the way for its broader implementation in engineering applications.
引用
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页数:15
相关论文
共 74 条
[1]   On the mechanisms of shrinkage reducing admixture in alkali activated slag binders [J].
Al Makhadmeh, W. ;
Soliman, A. .
JOURNAL OF BUILDING ENGINEERING, 2022, 56
[2]  
[Anonymous], 2008, EN 1097-7
[3]  
Astm C, 2007, Standard test method for chemical shrinkage of hydraulic cement paste, V1608, P667
[4]   Influence of carbon nanofiber clustering on the chemo-mechanical behavior of cement pastes [J].
Brown, Lesa ;
Sanchez, Florence .
CEMENT & CONCRETE COMPOSITES, 2016, 65 :101-109
[5]   Capillary uptake in macroporous compressible sponges [J].
Chatterjee, Soumyajyoti ;
Doshi, Pankaj ;
Kumaraswamy, Guruswamy .
SOFT MATTER, 2017, 13 (34) :5731-5740
[6]   Mechanical properties of alkali-activated slag lightweight aggregate concrete [J].
Chen, Pang ;
Shi, Zhaoyue ;
Cao, Shaojun ;
Liu, Ping ;
Rong, Xian ;
Wang, Lida .
JOURNAL OF CLEANER PRODUCTION, 2022, 359
[7]   Effects of alkali dosage and silicate modulus on autogenous shrinkage of alkali-activated slag cement paste [J].
Chen, Weiwei ;
Li, Bo ;
Wang, Juan ;
Thom, Nicholas .
CEMENT AND CONCRETE RESEARCH, 2021, 141
[8]  
Cincotto M, 2003, P 11 INT C CHEM CEM
[9]   Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete [J].
Collins, F ;
Sanjayan, JG .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (09) :1401-1406
[10]   Workability and mechanical properties of alkali activated slag concrete [J].
Collins, FG ;
Sanjayan, JG .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (03) :455-458