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Utilization of Municipal Solid Waste Ash for Stabilization of Cohesive Soil
Abstract Soil stabilization means modification of the soils properties to meet the specified engineering requirements. There are several methods for the stabilization of soil like compaction and use of admixtures. Lime and cement were commonly used materials as stabilizer for modifying the properties of soils. From the study, it had been observed that solid waste materials such as fly ash, rice husk ash with or without lime or cement can be used for improving the properties of soil. MSW is a type of the solid waste material available in environment. They are increasing exponentially day by day. Disposal of these waste materials is essential as they are causing hazardous effects on the environment. Disposal requires too much land. In this paper, MSW (municipal solid waste) ash was undertaken for the stabilization of soils and its different proportion was mixed with cohesive soil. Laboratory tests such as pycnometer, compaction, and unconfined compressive strength test were performed to measure the engineering characteristics of the stabilized material and influence of MSW ash on various parameters and unconfined compressive strength of cohesive soil evaluated. The MSW ash was added in percentages of 0, 5, 10, 15, and 20%, by dry weight of soil.
Utilization of Municipal Solid Waste Ash for Stabilization of Cohesive Soil
Abstract Soil stabilization means modification of the soils properties to meet the specified engineering requirements. There are several methods for the stabilization of soil like compaction and use of admixtures. Lime and cement were commonly used materials as stabilizer for modifying the properties of soils. From the study, it had been observed that solid waste materials such as fly ash, rice husk ash with or without lime or cement can be used for improving the properties of soil. MSW is a type of the solid waste material available in environment. They are increasing exponentially day by day. Disposal of these waste materials is essential as they are causing hazardous effects on the environment. Disposal requires too much land. In this paper, MSW (municipal solid waste) ash was undertaken for the stabilization of soils and its different proportion was mixed with cohesive soil. Laboratory tests such as pycnometer, compaction, and unconfined compressive strength test were performed to measure the engineering characteristics of the stabilized material and influence of MSW ash on various parameters and unconfined compressive strength of cohesive soil evaluated. The MSW ash was added in percentages of 0, 5, 10, 15, and 20%, by dry weight of soil.
Utilization of Municipal Solid Waste Ash for Stabilization of Cohesive Soil
Kumar, Arun (Autor:in) / Mittal, Anupam (Autor:in)
01.01.2019
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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