Influence of Waste Coral Powder on the Properties of Alkali-Activated Slag Cement Prepared with Seawater

被引:2
作者
Liu, Jie [1 ,2 ]
Zhao, Jihui [1 ,2 ]
Zhao, Yunqi [3 ]
Wu, Kunrun [1 ,2 ]
Yang, Gangqiang [1 ,2 ]
机构
[1] Sun Yat Sen Univ, Sch Civil Engn, Zhuhai 519082, Peoples R China
[2] Southern Marine Sci & Engn Guangdong Lab, Zhuhai 519082, Peoples R China
[3] Northeastern Univ, Coll Resources & Civil Engn, Shenyang 110819, Peoples R China
基金
中国国家自然科学基金;
关键词
Alkali-activated materials (AAMs); Waste coral powder (CP); Fluidity; Mechanical properties; Hydration; SEA SAND CONCRETE; SODIUM-CARBONATE; MICROSTRUCTURAL DEVELOPMENT; LIMESTONE POWDER; FLY-ASH; HYDRATION; STRENGTH; DURABILITY; SHRINKAGE; AGGREGATE;
D O I
10.1061/JMCEE7.MTENG-17761
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, alkali-activated materials (AAMs) were prepared combining waste coral powder (CP) and blast furnace slag (BFS) as precursors, artificial seawater and deionized water as mixing water, and blends of NaOH and sodium silicate solution as alkaline activators. The effect of CP and seawater on the fluidity, mechanical properties, and hydration was discussed. The experimental results showed that a 15% CP content effectively improved the fluidity of fresh paste while having little effect on compressive strength of the samples. Compared with deionized water, the use of seawater for sample preparation resulted in a reduction of the fluidity and mechanical properties of the samples. The pore structure could be refined by CP and seawater, but gel micropores increased significantly when the CP content reached 25%. The use of CP and seawater did not cause significant changes in the type of hydration products. Although the amount of hydration products in the early stages of the samples prepared with seawater was relatively low compared with those prepared with deionized water, it gradually surpassed that in samples prepared with deionized water with increasing curing time. Increasing the CP content led to a higher reaction degree, and a CP content of 25% resulted in a reaction degree of approximately 30%-50%, which was roughly twice that of a sample containing 5% CP. These findings have important implications for the development of sustainable construction materials for utilization in marine engineering.
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页数:14
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共 66 条
[1]   Characterisation of reactive magnesia and sodium carbonate-activated fly ash/slag paste blends [J].
Abdalqader, Ahmed F. ;
Jin, Fei ;
Al-Tabbaa, Abir .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 93 :506-513
[2]   Influence of limestone on the hydration of ternary slag cements [J].
Adu-Amankwah, Samuel ;
Zajac, Maciej ;
Stabler, Christopher ;
Lothenbach, Barbara ;
Black, Leon .
CEMENT AND CONCRETE RESEARCH, 2017, 100 :96-109
[3]   The use of thermal analysis in assessing the effect of temperature on a cement paste [J].
Alarcon-Ruiz, L ;
Platret, G ;
Massieu, E ;
Ehrlacher, A .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (03) :609-613
[4]   Influence of glass powder incorporation on the physical-mechanical properties of sand concrete [J].
Ammari, Mohammed Seghir ;
Tobchi, Mohammed Bachir ;
Amrani, Yahia ;
Mim, Anouer ;
Bederina, Madani ;
Ferhat, Ahmida .
WORLD JOURNAL OF ENGINEERING, 2023, 20 (02) :314-324
[5]  
[Anonymous], 1999, D, V1141, P98, DOI DOI 10.1520/D1141-98R13
[6]   Evaluation of pozzolanic activity and physico-mechanical characteristics in metakaolin-lime pastes [J].
Bakolas, A. ;
Aggelakopoulou, E. ;
Moropoulou, A. ;
Anagnostopoulou, S. .
JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY, 2006, 84 (01) :157-163
[7]   Influence of activator type on hydration kinetics, hydrate assemblage and microstructural development of alkali activated blast-furnace slags [J].
Ben Haha, M. ;
Le Saout, G. ;
Winnefeld, F. ;
Lothenbach, B. .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (03) :301-310
[8]   Effect of combined activator of Ca(OH)2 and Na2CO3 on workability and compressive strength of alkali-activated ferronickel slag system [J].
Bian, Zuwang ;
Jin, Guowang ;
Ji, Tao .
CEMENT & CONCRETE COMPOSITES, 2021, 123
[9]   Sodium silicate-based alkali-activated slag mortars Part II. The retarding effect of additions of sodium chloride or malic acid [J].
Brough, AR ;
Holloway, M ;
Sykes, J ;
Atkinson, A .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (09) :1375-1379
[10]   Sodium silicate-based, alkali-activated slag mortars Part I. Strength, hydration and microstructure [J].
Brough, AR ;
Atkinson, A .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (06) :865-879