Estudio experimental sobre propiedades de resistencia de la poliamida en suelos arcillosos

Autores/as

  • S.V. Sivapriya Sri Sivasubramaniya Nadar College of Engineering https://orcid.org/0000-0002-9818-1393
  • J. Gokul Krishnan Sri Sivasubramaniya Nadar College of Engineering
  • Bijivemula Sruthi Reddy Sri Sivasubramaniya Nadar College of Engineering
  • R. Roshan Sri Sivasubramaniya Nadar College of Engineering
  • Syed Mohammed Sri Sivasubramaniya Nadar College of Engineering

DOI:

https://doi.org/10.15332/iteckne.v18i1.2538

Palabras clave:

Mejora del suelo, Suelo expansivo, PA-12, Límite de Atterberg, Resistencia a la compresión no confinada, Durabilidad

Resumen

La presencia de suelo arcilloso causa problemas a la base de la estructura: se hincha cuando está mojado y se encoge en estado seco, lo que proporciona una reducción de la resistencia al corte del suelo. Los residuos plásticos en forma de poliamida en polvo (PA-12) de la industria de la impresión 3D se pueden utilizar para mejorar las propiedades mecánicas del suelo. Este estudio experimental es un intento de combinar estos dos objetivos de estabilizar el suelo mediante la utilización de desechos de PA-12. Las propiedades mecánicas y resistentes al cizallamiento dieron confianza al elegir PA-12 como estabilizador en suelos arcillosos, convirtiéndolos en suelos compuestos.

Descargas

Los datos de descargas todavía no están disponibles.

Biografía del autor/a

S.V. Sivapriya, Sri Sivasubramaniya Nadar College of Engineering

Sri Sivasubramaniya Nadar College of Engineering, Chennai

J. Gokul Krishnan, Sri Sivasubramaniya Nadar College of Engineering

Sri Sivasubramaniya Nadar College of Engineering, Chennai

Bijivemula Sruthi Reddy, Sri Sivasubramaniya Nadar College of Engineering

Sri Sivasubramaniya Nadar College of Engineering, Chennai

R. Roshan, Sri Sivasubramaniya Nadar College of Engineering

Sri Sivasubramaniya Nadar College of Engineering, Chennai

Syed Mohammed, Sri Sivasubramaniya Nadar College of Engineering

Sri Sivasubramaniya Nadar College of Engineering, Chennai

Citas

M. George and A. Saminu, “Cement Kiln Dust Stabilization of Compacted Black Cotton Soil Cement Kiln Dust Stabilization of Compacted Black Cotton Soil,” Electron. J. Geotech. Eng., vol. 17, no. March, pp. 825–836, 2016.

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.

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.

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.

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.

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.

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.

Ramya M.S and Jeyapriya S P, “Behaviourial study on geopolymer column in soil,” in Indian Geotechnical Conference, 2016, no. December, pp. 1–5.

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.

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.

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.

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.

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.

Kalnad Chandrashekhar, “A review on 3D Printing,” Int. J. Adv. Res. Electron. Commun. Eng., vol. 5, no. 7, pp. 2001–2004, 2016.

Sculpteo, “The State of 3D Printing Report,” Sculpteo, A brand BASF, 2020. sculpteo.com.

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.

Sam Taylor, “Waste Management Implications of 3D Printing,” EcoMENA, 2019. www.ecomena.org/3d-printing-wastemanagement.

Bureau of Indian Standard(BIS), IS 2720 (Part III/I) Determinationof Specific Gravity of Fine granied Soil, no. March 1981. 1997, pp. 1–10.

Bureau of Indian Standard, IS 2720 (Part IV) Methods of test for soil - Grain size analysis. 1995, pp. 1–40.

Bureau of Indian Standard, IS 2720 (Part V) Determination of Liquid and Plastic Limit. 1995, pp. 1–17.

Bureau of Indian Standard, IS 2720 (Part VI)- Detrmination of Shrinkage Factors, vol. 2720, no. July 1972. 2001, pp. 1–20.

Bureau of Indian Standard, IS 2720 -Part 8 : Determination of water content - dry density relation using heavy compaction. 2006, pp. 1–14.

Bureau of Indian Standards(BIS), IS 2720(Part 10) - Determination of Unconfined Compressive Strength, vol. 2720. 1995, pp. 1–8.

Bureau of Indian Standard, IS 1498-1970 (Reaffirmed 2002) : Classification and indentification of soil. 2002, pp. 1–28.

Descargas

Publicado

2021-01-01

Cómo citar

Sivapriya, S., Gokul Krishnan, J., Reddy, B. S., Roshan, R., & Mohammed, S. (2021). Estudio experimental sobre propiedades de resistencia de la poliamida en suelos arcillosos. ITECKNE, 18(1), 39–45. https://doi.org/10.15332/iteckne.v18i1.2538

Número

Sección

Artículos de Investigación e Innovación