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Stabilization of Silty Soil with Marble Dust and Sugarcane Bagasse Ash
Abstract Soil with low bearing capacity requires stabilization to improve its engineering properties. In urban areas, to borrow soil from a long distance is time-consuming and uneconomical. Therefore, it is economical to use locally available industrial and agricultural waste for soil stabilization. In the present investigation, silty soil is used with various percentages of sugarcane bagasse ash and marble dust; various laboratory experiments have been performed, viz., unconfined compressive strength test and standard Proctor test to evaluate the effect of materials used to enhance the properties of parent soil. This stabilization technique is cost-effective and has an additional benefit of providing an environmental-friendly way to deal with industrial waste product. Results of Proctor test indicate that there was an increase in optimum moisture content and decrease in maximum dry density on increasing the stabilizer content, and unconfined compressive strength test result shows that there was increase in the strength value on increasing the stabilizer content.
Stabilization of Silty Soil with Marble Dust and Sugarcane Bagasse Ash
Abstract Soil with low bearing capacity requires stabilization to improve its engineering properties. In urban areas, to borrow soil from a long distance is time-consuming and uneconomical. Therefore, it is economical to use locally available industrial and agricultural waste for soil stabilization. In the present investigation, silty soil is used with various percentages of sugarcane bagasse ash and marble dust; various laboratory experiments have been performed, viz., unconfined compressive strength test and standard Proctor test to evaluate the effect of materials used to enhance the properties of parent soil. This stabilization technique is cost-effective and has an additional benefit of providing an environmental-friendly way to deal with industrial waste product. Results of Proctor test indicate that there was an increase in optimum moisture content and decrease in maximum dry density on increasing the stabilizer content, and unconfined compressive strength test result shows that there was increase in the strength value on increasing the stabilizer content.
Stabilization of Silty Soil with Marble Dust and Sugarcane Bagasse Ash
Mishra, Priyanka (Autor:in) / Arora, V. K. (Autor:in)
01.01.2019
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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