Analysis of co-fired clay and palm kernel shells as a cementitious material in Ghana

被引:10
作者
Bediako M. [1 ]
Gawu S.K. [2 ]
Adjaottor A.A. [3 ]
Solomon Ankrah J. [1 ]
Atiemo E. [1 ]
机构
[1] CSIR-Building and Road Research Institute, Kumasi
[2] Geological Engineering Department, Kwame Nkrumah University of Science and Technology, Kumasi
[3] Materials Engineering Department, Kwame Nkrumah University of Science and Technology, Kumasi
关键词
Clay pozzolana; Crystalline phases; Palm kernel shells; Portland cement; Strength activity index;
D O I
10.1016/j.cscm.2016.06.001
中图分类号
学科分类号
摘要
The treatment of clay through a calcination process at high temperatures have been the usual and a common means of producing clay pozzolan as a supplementary cementitious material. However incorporating waste biomass as a component material in clay is very uncommon. This work analyzed the use of palm kernel shells as a component material in clay and were calcined at a high temperature of 800 °C. The palm kernel shells were used to replace clay at 10%, 20% and 30% by weight. Strength activity index prescribed by ASTM C311 was used to determine the maximum mixture proportion between calcined clay and palm kernel shells. The calcined clay and palm kernel shell mixtures that gave the maximum strength were subjected to an incremental replacement dosage of Portland cement between 10% and 40% by weight. Test results indicated that the maximum strength mixture proportion between clay and palm kernel shells was obtained at 20% replacement of clay. Moreover the maximum value that showed a better strength performance through the incremental replacement by the calcined material was also at 20% Portland cement replacement. The study recommended the use of palm kernel shells to a limit of 20% clay replacement. The is because at higher content of palm kernel shells in clay calcined at a high temperature, more unreactive crystalline phases are formed that inhibit reactivity of pozzolanic active phases. The use of 20 wt.% of palm kernel shells in clay to produce a supplementary cementitious material provides a sustainable means of waste disposal via construction application. © 2016.
引用
收藏
页码:46 / 52
页数:6
相关论文
共 16 条
[1]  
Atiemo E., Production of pozzolana from some local clays- prospects for application in housing construction, J. Build. Road Res., 9, pp. 34-39, (2005)
[2]  
Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete, (2013)
[3]  
Standard Test Method for Flow of Hydraulic Cement Mortar, (2007)
[4]  
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (2-in or [50 mm] Cube Specimen), pp. C103-C109, (2007)
[5]  
Awal A.A.S.M., Hussein W.M., Effect of palm oil fuel ash in controlling heat of hydration of concrete, Procedia Eng., 14, pp. 2650-2657, (2011)
[6]  
Aprianti E., Shafigh P., Bahri S., Farahani J.N., Supplementary cementitious materials origin from agricultural wastes-a review, Constr. Build. Mater., 74, pp. 176-187, (2015)
[7]  
Badogiannis E., Kakali G., Tsivilis S., Metakaolin as supplementary cementitious material Optimization of kaolin to metakaolin conversion, J. Therm. Anal. Calorim., 81, pp. 457-462, (2005)
[8]  
Bediako M., Thermally Activated Clay and Biomass Mixtures as Supplementary Cementitious Materials for Sustainable Construction in Ghana, (2015)
[9]  
Fernandez R., Martirena F., Scrivener K.L., The origin of the pozzolanic activity of calcined clay minerals: a comparison between kaolinite, illite and montmorillonite, Cem. Concr. Res., 41, pp. 113-122, (2011)
[10]  
Lea F.M., The Chemistry of Cement and Concrete, (1970)