Usage of Fly Ash, Quarry Dust and Lime for Upper Sub-Base Stabilization

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dc.contributor.author Thilakarathne, H.W.M.B.
dc.contributor.author Sirisena, V.G.P.
dc.contributor.author Karunananda, P.A.K.
dc.date.accessioned 2024-02-01T03:34:46Z
dc.date.available 2024-02-01T03:34:46Z
dc.date.issued 2017-03-16
dc.identifier.issn 2279-1329
dc.identifier.uri http://ir.lib.ruh.ac.lk/xmlui/handle/iruor/16096
dc.description.abstract Soil stabilization refers to the process of changing soil properties to improve strength and durability. There are many techniques for soil stabilization including adding materials such as quarry dust, fly ash, slag cement and foundry sand to the soil (by products and natural materials). Stabilization is mainly used in construction industry for various purposes such as sub-base for road, earth filling, backfilling and etc. This research was done to determine whether wastes (by product) such as fly ash and quarry dust with the combination of lime can be used as stabilization agents for soft soils. In this investigation, different mixture proportions of above materials were used to improve the soil. Then the properties of soil including liquid limit (LL), plastic limit (PL), maximum dry density, and optimum moisture content were determined on laboratory observations. It was found that quarry dust-20%, Lime- 3.5% and Fly ash- 5% as the optimum mixture. California Bearing Ratio (CBR) test was conducted for the optimum mixture and observed behaviour of the CBR values. en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environmental Engineering, Faculty of Engineering, University of Ruhuna, Sri Lanka. en_US
dc.subject Quarry dust en_US
dc.subject Lime en_US
dc.subject Fly ash en_US
dc.subject Stabilization en_US
dc.subject Soft soils en_US
dc.title Usage of Fly Ash, Quarry Dust and Lime for Upper Sub-Base Stabilization en_US
dc.type Article en_US


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