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Improvement of aggregate packing model of interlocking concrete block pavement (ICBP) mixture using fly ash

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dc.contributor.advisor Mampearachchi WK
dc.contributor.author Batuwita IP
dc.date.accessioned 2019
dc.date.available 2019
dc.date.issued 2019
dc.identifier.citation Batuwita, I.P. (2019). Improvement of aggregate packing model of interlocking concrete block pavement (ICBP) mixture using fly ash [Master’s theses, University of Moratuwa]. Institutional Repository University of Moratuwa.http://dl.lib.mrt.ac.lk/handle/123/15936
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/15936
dc.description.abstract Use of concrete paver blocks is becoming increasingly popular. They are used for the paving of approaches, paths and parking areas including their application in pre-engineered buildings and pavements. Interlocking Concrete Block Pavements (ICBP) have been extensively used in a number of countries for quite some time as a specialized problem-solving technique for providing pavements in areas where conventional types of construction are prove to be less durable due to many operational and environmental constraints. As it was observed that “Sri Lanka, Lak Vijaya Coal Power Station at Norocholai, Puttalam generates large amount of fly ash per day as a byproduct” which was considered as a waste & an environmental hazard ,leading to the limitation of its usage, this research focuses on utilizing the fly ash to improve the aggregate packing model of ICBP. Fly ash is used as a filler material in the paving block mixture to optimize the packing of the aggregate. Fly ash includes samples and control samples were tested for compressive strength, water absorption and were made to go through a Scanning Electron Microscope Analysis. Experimental results showed that 23 and 21 percent of cement can be replaced by Fly Ash in Grade 15 & 20 for OPC mixtures while 26 and 21 percent of cement can be replaced in Grade 15 & 20 for PLC mixtures. Optimization of the packing of aggregates is the process of determining the most suitable aggregate particle size and distribution to minimize the void content of an aggregate mix. An optimized aggregate mix will have a lesser amount of voids which needs to be filled with cement paste. Further, fly ash has improved the workability of the mixture due to the special nature of the particle. Better economy and durability also have been achieved as its utilization leads to the reduction of needed cement content and heat of hydration. To elaborate further, it will also help in safe-guarding the environment from ill effects of CO2 emissions from cement industry and contribute towards providing a solution for the disposal of fly ash produced by thermal power plants. en_US
dc.language.iso en en_US
dc.subject CIVIL ENGINEERING-Dissertations en_US
dc.subject HIGHWAY AND TRAFFIC ENGINEERING-Dissertations en_US
dc.subject CONCRETE AGGREGATES-Fly Ash en_US
dc.subject CONCRETE PRODUCTS-Blocks en_US
dc.subject PAVEMENTS-Concrete en_US
dc.subject ROADBUILDING MATERIALS en_US
dc.subject ENVIRONMENTAL IMPACT-Coal Power Plants en_US
dc.title Improvement of aggregate packing model of interlocking concrete block pavement (ICBP) mixture using fly ash en_US
dc.type Thesis-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.degree M. Eng. in Highway and Traffic Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.date.accept 2019
dc.identifier.accno TH4018 en_US


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