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A comparative laboratory investigation into the role of geosynthetics in the initial swell control of an expansive soil

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Volume change in expansive soils due to the intervention of water causes swell. A laboratory investigation using two different geosynthetic materials was designed to minimise the swell characteristics. The influence of three parameters, being geosynthetic material [Secutex (ST) and Combigrid (CG)], orientation (horizontal and vertical), and number of layers (1, 2, and 3) on the swell of an expansive soil was studied to better understand the potential for geosynthetics in swell control. The study on the immediate swell characteristics (limited to 24 hours) helps in gaining confidence in the use of geosynthetics in the swell control of expansive soils. From the investigation results, it was found that all three parameters, being type of material, orientation, and number of layers influenced the swell control of the soil. When two layers of ST and CG were placed both vertically and crossed, they reduced the swell of the virgin soil by almost 60% and 44%, respectively. It can, therefore, be concluded that geosynthetics can play an effective role in the swell control of expansive soils.
Rocznik
Strony
18--40
Opis fizyczny
Bibliogr. 35 poz., fot., rys., tab., wykr.
Twórcy
autor
  • SSN College of Engineering, Chennai, India
  • SSN College of Engineering, Chennai, India
  • Tagore Engineering College, Chennai, India
  • Tagore Engineering College, Chennai, India
  • Tagore Engineering College, Chennai, India
  • Tagore Engineering College, Chennai, India
Bibliografia
  • 1. Seco, A, Ramírez, F, Miqueleiz, L and García, B 2011. Stabilization of expansive soils for use in construction. Appl. Clay Sci., vol. 51, no. 3, pp. 348–352.
  • 2. Sabat, AK 2012. Stabilization of Expansive Soil Using Waste Ceramic Dust. Electron. J. Geotech. Eng., vol. 17, no. Bund. Z, pp. 3915-3926.
  • 3. Sridharan A and Prakash, K 2000. Classification procedures for expansive soils. Proc. ICE - Geotech. Eng., vol. 143, no. 4, pp. 235-240.
  • 4. Celik E and Nalbantoglu Z 2013. Effects of ground granulated blast furnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils. Eng. Geol., vol. 163, pp. 20-25.
  • 5. Fityus S and Buzzi O 2009. The place of expansive clays in the framework of unsaturated soil mechanics, Appl. Clay Sci., vol. 43, no. 2, pp. 150-155.
  • 6. Nalbantoğlu Z 2004. Effectiveness of Class C fly ash as an expansive soil stabilizer. Constr. Build. Mater., vol. 18, no. 6, pp. 377-381.
  • 7. Saride, S, Puppala AJ and Chikyala, SR 2013. Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays. Appl. Clay Sci., vol. 85, pp. 39-45.
  • 8. Aldaood, A, Bouasker, M and Al-Mukhtar, M 2014. Free swell potential of lime-treated gypseous soil. Appl. Clay Sci., vol. 102, pp. 93-103.
  • 9. Guney, YD, Sari, Cetin, M and Tuncan, M 2007. Impact of cyclic wetting drying on swelling behavior of lime-stabilized soil. Build. Environ., vol. 42, no. 2, pp. 681-688.
  • 10. Yilmaz I and Civelekoglu B 2009. Gypsum: An additive for stabilization of swelling clay soils. Appl. Clay Sci., vol. 44, no. 1, pp. 166-172.
  • 11. Zhao, H, Ge, L, Petry, TM and Sun, YZ 2013. Effects of chemical stabilizers on an expansive clay. KSCE J. Civ. Eng., vol. 18, no. 4, pp. 1009-1017.
  • 12. Sivapriya SV and Ganesh-Kumar, S 2019. Functional and cost-benefits of geosynthetics as subgrade reinforcement in the design of flexible pavement. Rev. Fac. Ing., vol. 28, no. 51, pp. 39-49.
  • 13. Jones, CJFP, Lamont-Black, J and Glendinning, S 2011. Electrokinetic geosynthetics in hydraulic applications. Geotext. Geomembranes, vol. 29, no. 4, pp. 381-390.
  • 14. Stalin, VK, Ravi, E and Arun Murugan RB 2010. Control of Swell: Shrink Behaviour of Expansive Clays Using Geosynthetics, in Proceedings of Indian Geotechnical Conference - 2010, GEOtrendz, December 16-18, pp. 15-18.
  • 15. Palmeira, EM, Melo, DLA and Moraes-Filho, IP 2019. Geotextile filtration opening size under tension and confinement. Geotext. Geomembranes, no. Article in Press.
  • 16. Sawada, Y, Nakazawa, H, Take, WA and Kawabata, T 2019. Full-scale investigation of GCL damage mechanisms in small earth dam retrofit applications under earthquake loading. Geotext. Geomembranes, no. Article in Press.
  • 17. Deb, K, Samadhiya, NK and Namdeo, JB 2011. Laboratory model studies on unreinforced and geogrid-reinforced sand bed over stone columnimproved soft clay. Geotext. Geomembranes, vol. 29, pp. 190-196.
  • 18. Hassoun, M, Villard, P, Al Heib, M and Emeriault, F 2018. Soil reinforcement with geosynthetic for localized subsidence problems: Experimental and analytical analysis, Int. J. Geomech., vol. 18, no. 10, pp. 1-16.
  • 19. Shelke AP and Murthy, DS 2010. Reduction of Swelling Pressure of Expansive Soils Using EPS Geofoam, In Proceedings of the Indian Geotechnical Conference 2010. GEOtrendz, December 16-18, pp. 495-498.
  • 20. Al-Akhras, KM, Attom, MF, Malkawi, AH and Al-Akhras, NM 2008. Influence of fibers on swelling properties of clayey soil. Geosynth. Int., vol. 15, no. 4, pp. 304-309.
  • 21. Ikizler, SB, Aytekin, M, Turker, E and Yavuz, HI 2009. Effect of fibers on swelling characteristics of bentonite. In 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 28-30, pp. 328–335.
  • 22. Phanikumar, BR, Manvita, C and Patnaik, R 2011. Influence of Wetting-Drying Cycles on Heave Behaviour of Fiber-Reinforced Expansive Soil Specimens. In Proceedings of the Indian Geotechnical Conference 2011, December 15-17, pp. 505-507.
  • 23. Viswanadham, BVS, Phanikumar BR and Mukherjee, RV 2009. Swelling behaviour of a geofiber-reinforced expansive soil. Geotext. Geomembranes, vol. 27, no. 1, pp. 73-76.
  • 24. Phanikumar BR and Singla R 2013. Swell-consolidation characteristics of fibre-reinforced expansive soils. Soils Found., pp. 1-6.
  • 25. Vessely, M and Wu, J 2002. Feasibility of Geosynthetic Inclusion for Reducing Swelling of Expansive Soils. Transp. Res. Rec., vol. 1787, no. 1, pp. 42-52.
  • 26. Loehr JE, Axtell PJ and Bowders, JJ 2000. Reduction of Soil Swell Potential With Fiber Reinforcement, in Proceedings of Geo Engg 2000, November 19-24.
  • 27. Terrafixgeo, “Combigrid ® 40/40 Q1 151 GRK 3,” www.terrafixgeo.com, 2009. [Online]. Available: http://terrafixgeo.com/wpcontent/uploads/Terrafix-CombiGrid-4040_Q1-151-GRK-3_ASTM.pdf. [Accessed: 05-Nov-2019].
  • 28. Global Synthetics, Secutex, www.globalsynthetics.com.au, 2015. [Online]. Available: https://globalsynthetics.com.au/wpcontent/uploads/2015/12/Global-Synthetics-Secutex-Brochure.pdf. [Accessed: 05-Nov-2019].
  • 29. BIS, IS 2720 Methods of Test For Soils: Part 1 - Preparation of Dry Soil Sample for Various Tests. India, 1983, pp. 1-10.
  • 30. BIS, IS 2720 Methods of Test for Soils: Part 5 Determination of Liquid and Plastic Limit. India, 1985, pp. 1-16.
  • 31. BIS, IS 2720 Methods of Test for Soils: Part 6 Determination of Shrinkage Factors. India, 1972, pp. 1-12.
  • 32. BIS, IS 2720 Methods of Test for Soils: Part 40 Determination of Free Swell Index of Soils. India, 1977, pp. 1-5.
  • 33. BIS, IS 2720 Methods of Test for Soils: Part 4 Grain Size Analysis. India, 1985, pp. 1-38.
  • 34. BIS, IS 2720 Methods of Test for Soils: Part 7 Determination of Water Content-Dry Density Relation Using Light Compaction. India, 1980, pp. 1-9.
  • 35. BIS, IS 1498 Classification and Identification of Soils for General Engineering Purposes. India, 1970, pp. 4-24.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c8a4a8d0-efbc-4555-b349-24567b465dea
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