Geomechanics and Engineering

  • 제12권1호
  • /
  • Pages.111-125
  • /
  • 2017
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Stabilization of expansive soil using industrial wastes

  • Mohanty, Soumendra K. (Department of Civil Engineering, Veer Surendra Sai University of Technology) ;
  • Pradhan, Pradip K. (Department of Civil Engineering, Veer Surendra Sai University of Technology) ;
  • Mohanty, Chitta R. (Department of Civil Engineering, Veer Surendra Sai University of Technology)
  • 투고 : 2015.12.15
  • 심사 : 2016.09.22
  • 발행 : 2017.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Swelling and shrinkage characteristics of expansive fine grained soil cause volumetric changes followed by distress and damage to the structures. Soil stabilization can be explained as the alteration of the soil properties by chemical, mechanical or any other means in order to enhance the engineering properties of the soil. Utilization of industrial wastes in soil stabilization is cost effective and environment friendly. This paper presents an experimental study on stabilization of expansive soil using industrial wastes, viz. fly ash and dolochar. The paper includes the evaluation of engineering properties like unconfined compressive strength and California bearing ratio (CBR) of expansive soil collected from Balasore district of Odisha stabilized with fly ash and dolochar in different proportions and to predict the influence of these additives on engineering properties and strength characteristics of expansive soil. Both fly ash and dolochar were found to increase the CBR and decrease many index properties such as liquid limit, plastic limit, plasticity index, swelling index and UCS, thus enhancing the strength parameters of expansive soil.

키워드

참고문헌

  1. Amadi, A.A. (2014), "Enhancing durability of quarry fines modified black cotton soil sub-grade with cement kiln dust stabilization", Transport. Geotech., 1(1), 55-61. https://doi.org/10.1016/j.trgeo.2014.02.002
  2. Bera, A.K., Ghosh, A. and Ghosh, A. (2007), "Compaction characteristics of pond ash", J. Mater. Civil Eng. (ASCE), 19(4), 349-357. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:4(349)
  3. Bose, B. (2012), "Geo-engineering properties of expansive soil stabilized with fly ash", Electron. J. Geotech. Eng., 17, 1339-1353.
  4. Brooks, R., Udoeyo, F. and Takkalapelli, K. (2010), "Geotechnical properties of problem soils stabilized with fly ash and limestone dust in Philadelphia", J. Mater. Civil Eng., 23(5), 711-716. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000214
  5. Bureau of Indian Standards (1970), IS: 1498, Classification and identification of soils for general engineering purposes.
  6. Bureau of Indian Standards (1973), IS 2720, Part 10: Methods of test for soils: Determination of unconfined compressive strength.
  7. Bureau of Indian Standards (1977), IS 2720, Part 40: Methods of test for soils: Free swell index.
  8. Bureau of Indian Standards (1979), IS 2720, Part 16: Methods of test for soils: Laboratory determination of CBR.
  9. Bureau of Indian Standards (1980), IS 2720, Part 8: Methods of test for soils: Determination of water content-dry density relation using heavy compaction.
  10. Bureau of Indian Standards (1985a), IS 2720, Part 4: Methods of test for soils: Grain size analysis.
  11. Bureau of Indian Standards (1985b), IS 2720, Part 5: Methods of test for soils: Liquid limit and plastic limit.
  12. Cokca, E. (2001), "Use of class C fly ashes for the stabilization of an expansive soil", J. Geotech. Geoenviron. Eng., 127(7), 568-573. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(568)
  13. Edil, T.B., Acosta, H.A. and Benson, C.H. (2006), "Stabilizing soft fine grained soils with fly ash", J. Mater. Civil Eng., ASCE, 18(2), 283-294. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(283)
  14. Hossain, K.M.A. and Mol, L. (2011), "Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes", Construct. Build. Mater., 25(8), 3495-3501. https://doi.org/10.1016/j.conbuildmat.2011.03.042
  15. Kang, X., Ge, L., Kang, G., and Mathews, C. (2015), "Laboratory investigation of the strength, stiffness, and thermal conductivity of fly ash and lime kiln dust stabilised clay subgrade materials", Road Mater. Pavement Des., 16(4), 928-945. https://doi.org/10.1080/14680629.2015.1028970
  16. Kolay, P. and Ramesh, K. (2016), "Reduction of expansive index, swelling and compression behavior of kaolinite and bentonite clay with sand and class C fly ash", Geotech. Geol. Eng., 15(4), 87-101.
  17. Little, D.N. and Nair, S. (2009), "Recommended practice for stabilization of subgrade soils and base materials. Report for NCHRP Project 20-07", Texas Transportation Institute, Texas A&M University, TX, USA.
  18. Mir, B.A. and Sridharan, A. (2014), "Volume change behavior of clayey soil-fly ash mixtures", Int. J. Geotech. Eng., 8(1), 72-83. https://doi.org/10.1179/1939787913Y.0000000004
  19. Mishra, E. (2012), "Strength characteristics of clayey sub-grade soil stabilized with fly ash and lime for road works", Indian Geotech. J., 42(3), 206-211. https://doi.org/10.1007/s40098-012-0015-5
  20. Osinubi, K.J., Yohanna, P. and Eberemu, A.O. (2015), "Cement modification of tropical black clay using iron ore tailings as admixture", Transportat. Geotech., 5, 35-49. https://doi.org/10.1016/j.trgeo.2015.10.001
  21. Pandian, N.S., Krishna, K.C. and Leelavathamma, B. (2002), "Effect of fly ash on the CBR behaviour of soils", Indian Geotechnical Conference, Allahabad, India, December, Volume 1, 183-186.
  22. Phanikumar, B.R. and Sharma, R.S. (2004), "Effect of fly ash on engineering properties of expansive soil", J. Geotech. Geoenviron. Eng., 130(7), 764-767. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(764)
  23. Seco, A., Ramirez, F., Miqueleiz, L. and Garcia, B. (2011), "Stabilization of expansive soils for use in construction", Appl. Clay Sci., 51(3), 348-352. https://doi.org/10.1016/j.clay.2010.12.027
  24. Sharma, R., Phanikumar, B. and Rao, B. (2008), "Engineering behavior of remolded expansive clay blended with lime, calcium chloride, and rice-husk ash", J. Mater. Civil Eng., 20(8), 509. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:8(509)
  25. Singh, B. and Goswami, R. (2012), "Compaction characteristics of lateritic soil mixed with fly ash and lime", Int. J. Geotech. Eng., 6(4), 437-444. https://doi.org/10.3328/IJGE.2012.06.04.437-444
  26. Sivapullaiah, P. and Jha, A. (2014), "Gypsum induced strength behaviour of fly ash-lime stabilized expansive soil", Geotech. Geol. Eng., 32(5), 1261-1273. https://doi.org/10.1007/s10706-014-9799-7
  27. Solanki, P., Khoury, N. and Zaman, M. (2009), "Engineering properties and moisture susceptibility of silty clay stabilized with lime, class C fly ash, and cement kiln dust", J. Mater. Civ. Eng., 21(12), 749-757. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(749)
  28. Sridharan, A., Prashanth, J.P. and Sivapullaiah, P.V. (1997), "Effect of fly ash on the unconfined strength of black cotton soil", Ground Improve., 1(3), 169-175. https://doi.org/10.1680/gi.1997.010304
  29. Udayashankar, D.H. and Puranik, S.C. (2012), "Stabilisation of black cotton soils using fly ash, Hubballi-Dharwad Municipal Corporation Area, Karnataka, India", Global J. Res. Eng. Civil Struct. Eng., 12(2), version 1.
  30. Voottipruex, P. and Jamsawang, P. (2014), "Characteristics of expansive soils improved with cement and fly ash in Northern Thailand", Geomech. Eng., Int. J., 6(5), 437-453. https://doi.org/10.12989/gae.2014.6.5.437
  31. Zha, F., Liu, S., Du, Y. and Cui, K. (2008), "Behavior of expansive soils stabilized with fly ash", Nat. Hazards, 47(3), 509-523. https://doi.org/10.1007/s11069-008-9236-4

피인용 문헌

  1. Swelling soils treatment using lime and sea water for roads construction 2017, https://doi.org/10.1016/j.aej.2017.08.009
  2. Effects of coal-metakaolin on the properties of cemented sandy soil and its mechanisms vol.166, pp.None, 2017, https://doi.org/10.1016/j.conbuildmat.2018.01.192
  3. Control of phosphoric acid induced volume change in clays using fly ash vol.15, pp.6, 2017, https://doi.org/10.12989/gae.2018.15.6.1135
  4. Soil stabilization by ground bottom ash and red mud vol.16, pp.1, 2017, https://doi.org/10.12989/gae.2018.16.1.105
  5. Hydromechanical behavior of a natural swelling soil of Boumagueur region (east of Algeria) vol.17, pp.1, 2017, https://doi.org/10.12989/gae.2019.17.1.069
  6. Effect of palm oil on the basic geotechnical properties of kaolin vol.18, pp.2, 2017, https://doi.org/10.12989/gae.2019.18.2.179
  7. Study on the characteristics of grout material using ground granulated blast furnace slag and carbon fiber vol.19, pp.4, 2019, https://doi.org/10.12989/gae.2019.19.4.361
  8. Stabilization of Meles Delta soils using cement and lime mixtures vol.19, pp.6, 2017, https://doi.org/10.12989/gae.2019.19.6.543
  9. Engineering properties of expansive soil treated with polypropylene fibers vol.22, pp.3, 2017, https://doi.org/10.12989/gae.2020.22.3.227
  10. Volumetric behavior of natural swelling soil on drying-wetting paths. Application to the Boumagueur marl -Algeria- vol.42, pp.3, 2017, https://doi.org/10.2478/sgem-2019-0042