Developing a compressed engineering soil block stabilized with bottom ash and paddy husk ash

dc.contributor.advisorGuluwita, SP
dc.contributor.authorKumarapeli, KADSN
dc.date.accept2024
dc.date.accessioned2025-06-24T06:49:37Z
dc.date.issued2024
dc.description.abstractBuilding bricks are extensively used in construction projects in Sri Lanka as well as worldwide. As the population continues to grow at a rapid pace, various types of industrial waste materials, including fly ash, bottom ash, paddy husk ash, and fuel sludge, are frequently released into the natural environment. The research study aims to develop economical, lightweight, low-water absorption, and low thermal conductivity sustainable compressed soil stabilized blocks using bottom ash, paddy husk ash, and cement. It is subsequent help of reducing environmental impact through the use of industrial waste as a stabilizer, resulting in an eco-friendly product. The study focused on utilizing agricultural waste materials like rice husk ash and readily available bottom ash from the Norochcholai power plant to enhance the strength characteristics of soil. The research involved mixing bottom ash, paddy husk ash, and a constant 3% cement content to stabilize the soil, with varying percentages of paddy husk ash and bottom ash by dry weight of soil. A total of 450 sample blocks were produced based on the proposed mix design. These blocks underwent several tests, including compressive strength, water absorption, and dry density tests, to determine the optimal ratio. The results indicated that a soil-stabilized block with a weight percentage of 12%,20% and 3% bottom ash to paddy husk ash and cement respectively by weight of dry soil, exhibited a maximum compressive strength of 4.63 N/mm2, a density of 1.756 g/cm3, and a water absorption rate of 15.11% after 28 days of curing. As per the study of the reliability of the manufacturing soil stabilized soil blocks for the industry, the final results suggest robust evidence for the reliability of Group 2-A4 mix proportion (12% bottom ash, 20% paddy husk ash, 3% cement by weight of dry soil), which is a stronger group to recommend for the future generation. Moreover, it is a credible, eco-friendly, and sustainable product for the industry
dc.identifier.accnoTH5643
dc.identifier.citationKumarapeli, K.A.D.S.N. (2024). Developing a compressed engineering soil block stabilized with bottom ash and paddy husk ash [Master's theses, University of Moratuwa]. Institutional Repository University of Moratuwa. https://dl.lib.uom.lk/handle/123/23717
dc.identifier.degreeMSc in Materials Science and Engineering
dc.identifier.departmentDepartment of Materials Science & Engineering
dc.identifier.facultyEngineering
dc.identifier.urihttps://dl.lib.uom.lk/handle/123/23717
dc.language.isoen
dc.subjectBUILDING MATERIALS-Brick
dc.subjectBRICKS-Stabilized Soil Blocks
dc.subjectBRICKMAKING-Bottom Ash
dc.subjectBRICKMAKING-Paddy Husk Ash
dc.subjectINDUSTRIAL WASTES
dc.subjectAGRUCULTURAL WASTES
dc.subjectMATERIALS SCIENCE AND ENGINEERING-Dissertation
dc.subjectMSc in Materials Science and Engineering
dc.titleDeveloping a compressed engineering soil block stabilized with bottom ash and paddy husk ash
dc.typeThesis-Abstract

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