Effect of Addition of Plastic Fibres on Strength Characteristics of Subgrade Soil
In today’s time, plastic materials (which otherwise pose great threat to the environment), can be alternatively and smartly utilized in civil engineering as a soil stabilizing material (apart from the more traditional cement and lime) to achieve economy and reduce waste impact on the environment. In the present study, effect of addition of plastic fibres (shredded wrappers) on the strength characteristics of flexible pavements has been studied. Available literature has been reviewed, and then experiments were performed to compute the liquid limit, plastic limit and plasticity index of soil to categorize type of soil. OMC (optimum moisture content) and MDD (maximum dry density) were computed at various plastic contents (by % of dry weight of soil). The CBR (California bearing ratio) test has been performed at different percentage plastic contents. The maximum value of CBR was obtained as 4.01% at 1.5% plastic content. The design of pavement section has been carried out for different traffic volumes to find the most efficient and economical traffic condition for which this method could be most advantageous. Thickness of pavement for each layer (as per CBR corresponding to 0 and 1.5% plastic content) was determined using IRC-37:2018 design plates. The theoretical values of vertical compressive and horizontal tensile strains at critical locations have been determined. The theoretical values of modulus of elasticity (with 0 and 1.5% optimum plastic addition) were calculated using IRC 37:2018. Trial sections filled with virgin soil and reinforced soil at various percentages of waste plastic content were compacted manually to 250 mm thickness and the subgrade moduli were determined experimentally by using a Light Weight Deflectometer. The theoretical and experimental modulus values were compared, and the most optimized pavement thickness has been designed with IIT PAVE.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9783030486785
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Supplemental Notes:
- © Springer Nature Switzerland AG 2020.
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Corporate Authors:
Springer International Publishing
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Authors:
- Kaushal, Ashutosh
- Pathak, Rajesh
- Chopra, Tanuj
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Conference:
- 9th International Conference on Maintenance and Rehabilitation of Pavements (MAIREPAV9)
- Location: Zurich , Switzerland
- Date: 2020-7-1 to 2020-7-3
- Publication Date: 2020-6
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 285-293
- Monograph Title: Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9
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Serial:
- Lecture Notes in Civil Engineering
- Volume: 76
- Publisher: Springer Singapore
- ISSN: 2366-2557
- EISSN: 2366-2565
- Serial URL: https://www.springer.com/series/15087
Subject/Index Terms
- TRT Terms: California bearing ratio; Compressive strength; Fibers; Flexible pavements; Modulus of elasticity; Pavement design; Plastics; Soil stabilization; Subgrade (Pavements); Tension; Thickness
- Subject Areas: Highways; Materials; Pavements;
Filing Info
- Accession Number: 01898051
- Record Type: Publication
- ISBN: 9783030486785
- Files: TRIS
- Created Date: Oct 31 2023 4:42PM