Optimization of mix proportion of alkali-activated slag mortars prepared with seawater and coral sand

被引:63
|
作者
Zhang, Bai [1 ,2 ]
Zhu, Hong [1 ]
Shah, Kwok Wei [2 ]
Feng, Pan [3 ]
Dong, Zhiqiang [1 ]
机构
[1] Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Peoples R China
[2] Natl Univ Singapore, Sch Design & Environm, Dept Bldg, Singapore 117566, Singapore
[3] Southeast Univ, Sch Mat Sci & Engn, Jiangsu Key Lab Construct Mat, Nanjing 211189, Peoples R China
基金
中国国家自然科学基金;
关键词
Alkali-activated mortars (AAMs); Seawater; Coral sand; Mechanical properties; Drying shrinkage; Microstructure; BLAST-FURNACE SLAG; FLY-ASH; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; DRYING SHRINKAGE; PORTLAND-CEMENT; SILICA FUME; CONCRETE; DURABILITY; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2021.122805
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To effectively utilize marine resources and promote sustainable development in the construction industry, an innovative building material, namely, alkali-activated slag mortars prepared with seawater and coral sand (SC-AAMs), was proposed in this paper, and its workability, setting time, compressive strength, flexural strength, and drying shrinkage were studied. The effects of the modulus of sodium silicate (M-s), Na2O-to-binder (N/B) ratio by weight, replacement ratio of the coral sand for sea sand (R-s), and water-to-binder (W/B) ratio were considered using the Taguchi orthogonal experimental design method. The experimental results indicated that an increased alkali activator modulus and alkaline contents improved the compressive and flexural strengths, however, resulting in a decreased setting time and an increased drying shrinkage. According to the results from the aforementioned orthogonal experiments, the optimum mixtures for SC-AAMs were determined to be an M-s = 1.2, a N/B = 4%, a W/B = 0.45, and a R-s = 100%. Then, the microstructure and crystalline phases in the SC-AAMs prepared with this optimum mix proportion were analyzed using scanning electron microscopy (SEM) and X-ray diffraction (XRD), respectively, and the cement mortar mixed by seawater and coral sand was selected as the reference. It can be concluded that the utilization of the alkali-activated materials changed the reaction hydrate products of the mortars and improved the interfacial microstructures between the coral sand and slurry. In addition, the existence of the coral sand reduced the drying shrinkage of the AAMs due to the self-curing effect inside the coral aggregate. (C) 2021 Elsevier Ltd. All rights reserved.
引用
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页数:12
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