Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Soil Stabilization Using Combined Waste Material
Weak soil is very problematic soil, and it has shrinking and swelling properties which can damage the structure constructed over it. Waste material on the daily basis is likely to become a problem for disposal. It creates environmental contamination and health risks. Hence, the utilization of waste material in the stabilization of weak soil effectively minimizes the negative effect on the environment. In this paper, the aim is to stabilize the weak soil using combinations of waste material. The waste materials used for the study are stone dust and solid waste from silica sand beneficiation plant. Stone dust is coming from polishing, cutting of stones, and cruising process during rock quarrying activities. Solid waste from silica sand beneficiation plant is a granular material, and it contains quartz and very less amount of clay, coal, and other minerals. Stone dust and solid waste from silica sand beneficiation plant are combined in different proportion with weak soil. Geotechnical properties of weak soil individually and in combination with varying proportion were investigated. The standard Proctor test and the California bearing ratio test have been performed. The results of these tests resemble that the combination of stone dust and solid waste from silica sand beneficiation plant is very effective for stabilizing the weak soil.
Soil Stabilization Using Combined Waste Material
Weak soil is very problematic soil, and it has shrinking and swelling properties which can damage the structure constructed over it. Waste material on the daily basis is likely to become a problem for disposal. It creates environmental contamination and health risks. Hence, the utilization of waste material in the stabilization of weak soil effectively minimizes the negative effect on the environment. In this paper, the aim is to stabilize the weak soil using combinations of waste material. The waste materials used for the study are stone dust and solid waste from silica sand beneficiation plant. Stone dust is coming from polishing, cutting of stones, and cruising process during rock quarrying activities. Solid waste from silica sand beneficiation plant is a granular material, and it contains quartz and very less amount of clay, coal, and other minerals. Stone dust and solid waste from silica sand beneficiation plant are combined in different proportion with weak soil. Geotechnical properties of weak soil individually and in combination with varying proportion were investigated. The standard Proctor test and the California bearing ratio test have been performed. The results of these tests resemble that the combination of stone dust and solid waste from silica sand beneficiation plant is very effective for stabilizing the weak soil.
Soil Stabilization Using Combined Waste Material
Lecture Notes in Civil Engineering
Latha Gali, Madhavi (Herausgeber:in) / Raghuveer Rao, P. (Herausgeber:in) / Gautam, Uma Kant (Autor:in) / Venkatesh, Kumar (Autor:in) / Kumar, Vijay (Autor:in)
12.09.2020
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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