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- W3022969263 abstract "The shear strength of marginal soils can be enhanced by means of stabilization methods using various additives or waste materials. Among various waste materials, plastic bottles and carry bags are tremendously used and thrown away as a waste material onto the ground, which being non-biodegradable material pollutes the environment. Therefore, for an eco-friendly and sustainable environment, there is a dire need for proper use of plastic waste as an admixture in various engineering applications. In this paper, investigation has been carried out to enhance the engineering characteristics of Campus soil by randomly mixing with the plastic strips/chip of different aspect ratios and proportions (0.25, 0.75, 1 and 1.5%) by weight of dry soil. A series of laboratory tests consisting of compaction, CBR and shear strength tests were conducted on composite samples. The test results showed that the addition of 1% plastic waste material with aspect ratio of 3 enhanced the shear strength and California bearing ratio (CBR) of the Campus soil. It was also concluded that base course thickness of a road pavement can be significantly reduced if plastic waste strips are used as soil stabilizing agent for sub-grade material for flexible pavements in highway sub-base construction." @default.
- W3022969263 created "2020-05-13" @default.
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- W3022969263 date "2020-01-01" @default.
- W3022969263 modified "2023-10-01" @default.
- W3022969263 title "Laboratory Study on the Effect of Plastic Waste Additive on Shear Strength of Marginal Soil" @default.
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- W3022969263 doi "https://doi.org/10.1007/978-981-15-3677-9_10" @default.
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