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- W2185454080 abstract "Residual soil is commonly used as medium for foundation or material for constructions. Its low strength characteristic is attributed to weakly bonded structure inherited from parent rock and/or resulting from secondary crystallization during weathering. Soil stabilization is a common practice in attempt to improve the mechanical structure of particular soil prior to soil engineering works. The re-utilization of industrial wastes is widely used in stabilization of problematic soils. Therefore, this study aimed to establish the effect of rice husk ash (RHA) addition on the geotechnical characteristics of treated residual soil. The treated samples were prepared by mixing varying amount of RHA between 0% and 20% of the base soil. The results found that the Atterberg limits of liquid limit, w and plastic limit, w decreased as the amounts of added RHA were increased. LP Compaction tests indicated an increase in maximum dry density, and decrease in optimum water content, max w with the increase of RHA contents. As RHA contents were increased in treated soils, the hydraulic opt conductivity and soil strength values also increased apparently. These results showed that the presence RHA can modify the geotechnical characteristics of treated residual soil and can be potentially utilized as alternative material for soil stabilization." @default.
- W2185454080 created "2016-06-24" @default.
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- W2185454080 date "2014-01-01" @default.
- W2185454080 modified "2023-09-27" @default.
- W2185454080 title "Effect of Rice Husk Ash Addition on Geotechnical Characteristics of Treated Residual Soil" @default.
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