Experimental study on properties of mechanical resistance of polyamide in clay soil
Keywords:
Ground improvement, Expansive soil, PA-12, Atterberg’s limit, Unconfined compressive strength, Durability
Abstract
The presence of clay soil causes problems at the base of the structure: it swells when wet and shrinks when dry, which provides a reduction in the resistance to cutting of the soil. Plastic waste in the form of polyamide powder (PA-12) from the 3D printing industry can be used to improve the mechanical properties of the soil. This experimental study is an attempt to combine these two objectives of stabilizing the soil by using waste PA-12. The mechanical and shear resistant properties gave us confidence in choosing PA-12 as a stabilizer in clay soils, making them composite soils.
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References
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[23] Bureau of Indian Standards(BIS), IS 2720(Part 10) - Determination of Unconfined Compressive Strength, vol. 2720. 1995, pp. 1–8.
[24] Bureau of Indian Standard, IS 1498-1970 (Reaffirmed 2002) : Classification and indentification of soil. 2002, pp. 1–28.
[2] A. K. Sabat and A. Pradhan, “Fibre reinforced, fly-ash-stabilized expansive soil mixes as subgrade material in flexible pavement,” Electron. J. Geotech. Eng., vol. 19 T, no. August, pp. 5757–5770, 2014.
[3] Cokca Erdal, “Use of Class C Fly ashes for the Stabilization of an Expansive Soil,” J. Geotech. Geoenvironmental Eng., vol. 127(7), no. July, pp. 568–573, 2001, doi: 10.1017/CBO9781107415324.004.
[4] Oyekan G L, Meshida E A, and Ogundalu A O, “Effect of ground polyvinyl waste on the strength characteristics of black cotton clay soil,” J. Eng. Manuf. Technol., vol. 1, no. 1, pp. 1–10, 2013.
[5] A. S. Muntohar and G. Hantoro, “Influence of rice husk ash and lime on engineering properties clayey subgrade,” Electron. J. Geotech. Eng., vol. 5, no. May, 2000.
[6] Akshay Kumar sabat and Subasis Pati, “A review of literature on stabilization of expansive soil using solid wastes,” Electron. J. Geotech. Eng., vol. 19, no. 1, pp. 6251–6267, 2014.
[7] Suchit Kumar Patel and Baleshwar Singh, “Investigation of glass fibre reinforcement effect on the CBR strength of Cohesive soil,” in Ground Improvement Techniques and Geosynthetics, Lecture Notes in Civil Engineering, vol. 14, Springer Singapore, 2019, pp. 85–94.
[8] Ramya M.S and Jeyapriya S P, “Behaviourial study on geopolymer column in soil,” in Indian Geotechnical Conference, 2016, no. December, pp. 1–5.
[9] Yadav J S and Tiwari S K, “Evaluation of the strength characteristics of cement-stabilized clay – crumb rubber mixtures for its sustainable use in geotechnical applications,” Environ. Dev. Sustain., vol. 1, no. 1, pp. 1–25, 2017, doi: 10.1007/s10668-017-9972-2.
[10] Sivapriya S.V and Charumathy N, “Effect of crumb rubber on inorganic and high compressible clay,” Adv. Mater. Metall., vol. 1, no. 1, pp. 159–169, 2019, doi: https://doi.org/10.1007/978-981-13-1780-4_17.
[11] Sivapriya S.V, “Stress-strain and penetration characteristics of clay modified with crumb rubber,” Rev. Fac. Ing., vol. 28, no. 49, pp. 65–75, 2018, doi: 10.19053/01211129.v28.n49.2018.8745.
[12] Sivapriya S.V, “Compaction Characteristics of Modified Clay Soils with Various Proportions of Crumb Rubber,” in Sustainable practices and Innovations in Civil Engineering, 2021, pp. 183–190.
[13] Mirzababaei M, Arulrajah A, and Ouston M, “Polymers for stabilization of soft clay soils,” in Transportation geotechnics and geoeclogy, 2017, vol. 189, no. 5, pp. 25–32, doi: 10.1016/j.proeng.2017.05.005.
[14] Kalnad Chandrashekhar, “A review on 3D Printing,” Int. J. Adv. Res. Electron. Commun. Eng., vol. 5, no. 7, pp. 2001–2004, 2016.
[15] Sculpteo, “The State of 3D Printing Report,” Sculpteo, A brand BASF, 2020. sculpteo.com.
[16] Z. Liu, Q. Jiang, Y. Zhang, T. Li, and H. C. Zhang, “Sustainability of 3D printing: A critical review and recommendations,” ASME 2016 11th Int. Manuf. Sci. Eng. Conf. MSEC 2016, vol. 2, pp. 1–8, 2016, doi: 10.1115/MSEC2016-8618.
[17] Sam Taylor, “Waste Management Implications of 3D Printing,” EcoMENA, 2019. www.ecomena.org/3d-printing-wastemanagement.
[18] Bureau of Indian Standard(BIS), IS 2720 (Part III/I) Determinationof Specific Gravity of Fine granied Soil, no. March 1981. 1997, pp. 1–10.
[19] Bureau of Indian Standard, IS 2720 (Part IV) Methods of test for soil - Grain size analysis. 1995, pp. 1–40.
[20] Bureau of Indian Standard, IS 2720 (Part V) Determination of Liquid and Plastic Limit. 1995, pp. 1–17.
[21] Bureau of Indian Standard, IS 2720 (Part VI)- Detrmination of Shrinkage Factors, vol. 2720, no. July 1972. 2001, pp. 1–20.
[22] Bureau of Indian Standard, IS 2720 -Part 8 : Determination of water content - dry density relation using heavy compaction. 2006, pp. 1–14.
[23] Bureau of Indian Standards(BIS), IS 2720(Part 10) - Determination of Unconfined Compressive Strength, vol. 2720. 1995, pp. 1–8.
[24] Bureau of Indian Standard, IS 1498-1970 (Reaffirmed 2002) : Classification and indentification of soil. 2002, pp. 1–28.
Published
2021-01-01
How to Cite
Sivapriya, S., Gokul Krishnan, J., Reddy, B., Roshan, R., & Mohammed, S. (2021). Experimental study on properties of mechanical resistance of polyamide in clay soil. ITECKNE, 18(1), 39-45. https://doi.org/https://doi.org/10.15332/iteckne.v18i1.2538
Issue
Section
Research and Innovation Articles
