The Durability of Mortar Containing Alkali Activated Fly Ash-Based Lightweight Aggregate |
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| Authors: | Puput Risdanareni Philip Van den Heede Jianyun Wang Nele De Belie |
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| Institution: | 1.Magnel-Vandepitte Laboratory for Structural Engineering and Building Materials, Ghent University, Technologiepark Zwijnaarde 60, B-9052 Ghent, Belgium;2.Department of Civil Engineering, Faculty of Engineering, State University of Malang, Semarang Street 5, Malang 65145, Indonesia;3.Department of Civil Engineering, Xi’an Jiaotong University, Xianning West Road 28, Xi’an 710049, China; |
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| Abstract: | Beneficiating fly ash as valuable construction material such as artificial lightweight aggregate (LWA) could be an alternative solution to increase the utilization of the industrial by-product. However, generally, LWA is characterized by high porosity and a related high water absorption, which on the one hand allows production of lightweight mortar, but on the other hand can affect its performance. Thus, in this research, the durability performance of mortar composed with alkali-activated fly ash-based LWA, and commercial expanded clay (EC) LWA was investigated. The fly ash LWA was prepared in a pan granulator, with a 6-molar solution of NaOH mixed with Na2SiO3 in a Na2SiO3/NaOH weight ratio of 1.5 being used as activator (FA 6M LWA). The results revealed that mortar containing FA 6M LWA had equivalent mechanical strength with mortar containing EC LWA. The mortar containing FA 6M LWA had comparable capillary water uptake and chloride migration resistance with the reference and EC LWA mortar. Furthermore, the addition of FA 6M LWA was proven to enhance the carbonation resistance in the resulting mortar, due to the denser interfacial transition zone (ITZ) of mortar with LWA. |
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| Keywords: | fly ash alkali activated lightweight aggregate carbonation resistance chloride migration capillary water uptake ITZ |
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