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Soil Stabilisation Using Plastic Waste

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Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 32))

Abstract

Stabilisation of a fine-grained soil using plastic waste is experimentally investigation in this study. Samples are prepared by mixing with four different plastic waste contents (0, 0.5, 1, and 1.5% of weight of dry soil). Variations in compaction characteristics and Unconfined compressive strength are investigated as per Indian standard experimental procedures. Percentage decrease/increase in the stated parameters is computed with respect to their untreated value. Study shows that plastic waste additive increases maximum dry density, optimum moisture content, and unconfined compressive strength to some extent. The plastic waste cut into strips form of size 5 mm × 3 mm

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References

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Correspondence to Kamal Singh .

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© 2019 Springer Nature Singapore Pte Ltd.

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Singh, K., Mittal, A. (2019). Soil Stabilisation Using Plastic Waste. In: Agnihotri, A., Reddy, K., Bansal, A. (eds) Recycled Waste Materials. Lecture Notes in Civil Engineering , vol 32. Springer, Singapore. https://doi.org/10.1007/978-981-13-7017-5_10

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  • DOI: https://doi.org/10.1007/978-981-13-7017-5_10

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-7016-8

  • Online ISBN: 978-981-13-7017-5

  • eBook Packages: EngineeringEngineering (R0)

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