Geomechanics and Engineering

  • 제14권3호
  • /
  • Pages.301-306
  • /
  • 2018
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite

  • Yilmaz, Fatih (Department of Civil Engineering, Bayburt University) ;
  • Fidan, Duygu (Department of Civil Engineering, Bayburt University)
  • 투고 : 2017.01.03
  • 심사 : 2017.08.04
  • 발행 : 2018.02.28
⟨ 이전 논문 다음 논문 ⟩

초록

Stabilization of clayey soil has been studied from past to present by mixing different additives to the soil to increase its strength and durability. In recent years, there has been an increasing interest in stabilization of soils with natural pozzolans. Despite this, very few studies have investigated the impact of pozzolanic additives under freeze-thaw cycling. This paper presents the results of an experimental research study on the durability behavior of clayey soils treated with lime and perlite. For this purpose, soil was stabilized with 6% lime content by weight of dry soil (optimum lime ratio of the the soil), perlite was mixed with it in 0%, 5%, 10%, 20%, 25% and 30% proportions. Test specimens were compacted in the laboratory and cured for 7, 28 and 84 days, after which they were tested for unconfined compression tests. In addition to this, they were subjected to 12 closed system freeze-thaw cycles after curing for 28 days. The results show that the addition of perlite as a pozzolanic additive to lime stabilized soil improves the strength and durability. Unconfined compressive strength increases with increased perlite content. The findings indicate that using natural pozzolan which is cheaper than lime, has positive effect in strength and durability of soils and can result cost reduction of stabilization.

키워드

참고문헌

  1. Ahmed, A. and Ugai, K. (2011), "Environmental effects on durability of soil stabilized with recycled gypsum", Cold Reg. Sci. Technol., 66(2-3), 84-92. https://doi.org/10.1016/j.coldregions.2010.12.004
  2. Akawwi, E. and Al-Kharabsheh, A. (2000), "Lime stabilization effects on geotechnical properties of expansive soils in Amman-Jordan", Elec. J. Geotech. Eng., 5(1), 1-10.
  3. Akcanca, F. and Aytekin, M. (2014), "Impact of wetting-drying cycles on the hydraulic conductivity of liners made of limestabilized sand-bentonite mixtures for sanitary landfills", Environ. Earth Sci., 72(1), 59-66. https://doi.org/10.1007/s12665-013-2936-4
  4. Al-Amoudi, O.S.B. (2002), "Attack on plain and blended cement exposed to aggressive sulfate environments", Cement Concrete Compos., 24(3-4), 305-316. https://doi.org/10.1016/S0958-9465(01)00082-8
  5. Al-Mukhtar, M., Khattab, S. and Alcover, J.F. (2012), "Microstructure and geotechnical properties of lime-treated expansive clayey soil", Eng. Geol., 139, 17-27.
  6. Al-Mukhtar, M., Lasledj, A. and Alcover, J.F. (2010), "Behaviour and mineralogy changes in lime-treated expansive soil at $50^{\circ}C$", Appl. Clay Sci., 50(2), 199-203. https://doi.org/10.1016/j.clay.2010.07.022
  7. Al-Rawas, A.A., Taha, R., Nelson, J.D., Al-Shab, T.B. and Al-Siyabi, H. (2002), "A comparative evaluation of various additives used in the stabilization of expansive soils", Geotech. Test. J., 25(2), 199-209. https://doi.org/10.1520/GTJ11363J
  8. Arabani, M. and Karami, M.V. (2007), "Geotechnical properties of lime stabilized clayey sands", Arab J. Sci. Eng., 32(1B), 11-25.
  9. ASTM (2004), Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, Pennsylvania, U.S.A.
  10. ASTM D4318 (2010), Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, West Conshohocken, Pennsylvania, U.S.A.
  11. ASTM D698 (2012), Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort, West Conshohocken, Pennsylvania, U.S.A.
  12. ASTM D854 (2014), Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, West Conshohocken, Pennsylvania, U.S.A.
  13. Bell, F.G. (1996), "Lime stabilization of clay minerals and soils", Eng. Geol., 42(4), 223-237. https://doi.org/10.1016/0013-7952(96)00028-2
  14. Bozbey, I. and Garaisayev, S. (2010), "Effects of soil pulverization quality on lime stabilization of an expansive clay", Environ. Earth Sci., 60(6), 1137-1151. https://doi.org/10.1007/s12665-009-0256-5
  15. Calik, U. and Sadoglu, E. (2014), "Engineering properties of expansive clayey soil stabilized with lime and perlite", Geomech. Eng., 6(4), 403-418. https://doi.org/10.12989/gae.2014.6.4.403
  16. Canakci, H., Aziz, A. and Celik, F. (2015), "Soil stabilization of clay with lignin, rice husk powder and ash", Geomech. Eng., 8(1), 67-79. https://doi.org/10.12989/gae.2015.8.1.067
  17. Ciancio, D., Beckett, C.T.S. and Carraro, J.A.H. (2014), "Optimum lime content identification for lime-stabilised rammed earth", Construct. Build. Mater., 53, 59-65. https://doi.org/10.1016/j.conbuildmat.2013.11.077
  18. Clare, K.E. and Crunchley, A.E. (1957), "Laboratory experiments in the stabilization of clays with hydrated lime", Geotech., 7(2), 97-111. https://doi.org/10.1680/geot.1957.7.2.97
  19. Cuisinier, O., Auriol, J.C., Borgne, T.L. and Deneele, D. (2011). "Microstructure and hydraulic conductivity of a compacted lime-treated soil", Eng. Geol., 123(3), 187-193. https://doi.org/10.1016/j.enggeo.2011.07.010
  20. Erdem, T.K., Meral, C., Tokyay, M. and Erdogan, T.Y. (2007), "Use of perlite as a pozzolanic addition in producing blended cements", Cement Concrete Compos., 29(1), 13-21. https://doi.org/10.1016/j.cemconcomp.2006.07.018
  21. Ghazavi, M. and Roustaie, M. (2010), "The influence of freezethaw cycles on the unconfined compressive strength of fiberreinforced clay", Cold Reg. Sci. Technol., 61(2-3), 125-131. https://doi.org/10.1016/j.coldregions.2009.12.005
  22. Gupta, D. and Kumar, A. (2017), "Stabilized soil incorporating combinations of rice husk ash, pond ash and cement", Geomech. Eng., 12(1), 85-109. https://doi.org/10.12989/gae.2017.12.1.085
  23. Hazirbaba, K. and Gullu, H. (2010), "California bearing ratio improvement and freeze-thaw performance of fine-grained soils treated with geofiber and synthetic fluid", Cold Reg. Sci. Technol., 63(1-2), 50-60. https://doi.org/10.1016/j.coldregions.2010.05.006
  24. Jacques, L., Marc-Andre, B. and Marc, C. (1990), "Laboratory investigation on lime stabilization of sensitive clays: Shear strength development", Can. Geotech. J., 27(3), 294-304. https://doi.org/10.1139/t90-040
  25. Jha, J.N. and Gill, K.S. (2006), "Effect of rice hush ash on lime stabilization", J. Inst. Eng., 87, 33-39.
  26. Kamei, T., Aly, A. and Toshihide, S. (2012), "Effect of freeze-thaw cycles on durability and strength of very soft clay soil stabilised with recycled bassanite", Cold Reg. Sci. Technol., 82, 124-129. https://doi.org/10.1016/j.coldregions.2012.05.016
  27. Kaya, Z. (2016), "Effect of slag on stabilization of sewage sludge and organic soil", Geomech. Eng., 10(5), 689-707. https://doi.org/10.12989/gae.2016.10.5.689
  28. Konrad, J.M. (1989), "Physical processes during freeze-thaw cycles in clayey silts", Cold Reg. Sci. Technol., 16(3), 291-303. https://doi.org/10.1016/0165-232X(89)90029-3
  29. Manasseh, J. and Olufemi, A.I. (2008), "Effect of lime on some geotechnical properties of Igumale shale", Elec. J. Geotech. Eng., 13(6), 1-12.
  30. Mathew P.K. and Rao, S.N. (1997), "Effect of lime on cation exchange capacity of marine clay", J. Geotech. Geoenviron. Eng., 123(2), 183-185. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:2(183)
  31. Miqueleiz, L., Ramírez, F., Seco, A., Nidzam, R.M., Kinuthia, J.M., AbuTair, A. and Garcia, R. (2012), "The use of stabilised Spanish clay soil for sustainable construction materials", Eng. Geol., 133, 9-15.
  32. Mohanty, S.K., Pradhan, P.K. and Mohanty, C.R. (2017), "Stabilization of expansive soil using industrial wastes", Geomech. Eng., 12(1), 111-125. https://doi.org/10.12989/gae.2017.12.1.111
  33. Olgun, M. (2013), "The effects and optimization of additives for expansive clays under freeze-thaw conditions", Cold Reg. Sci. Technol., 93, 36-46. https://doi.org/10.1016/j.coldregions.2013.06.001
  34. Onal, O. (2015), "Lime stabilization of soils underlying a salt evaporation pond: A laboratory study", Mar. Georesour. Geotechnol., 33(5), 391-402. https://doi.org/10.1080/1064119X.2014.909297
  35. Qi, J., Wei, M. and Song, C. (2008), "Influence of freeze-thaw on engineering properties of a silty soil", Cold Reg. Sci. Technol., 53(3), 397-404. https://doi.org/10.1016/j.coldregions.2007.05.010
  36. Rajasekaran, G. and Rao, S.N. (2002), "Permeability characteristics of lime treated marine clay", Ocean Eng., 29(2), 113-127. https://doi.org/10.1016/S0029-8018(01)00017-8
  37. Sakr, M.A. and Shahin, M.A. (2009), "Utilization of lime for stabilizing soft clay soil of high organic content", Geotech. Geol. Eng., 27(1), 105-113. https://doi.org/10.1007/s10706-008-9215-2
  38. Sante, M.D., Fratalocchi, E., Mazzieri, F. and Pasqualini, E. (2014), "Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour", Appl. Clay Sci., 99, 100-109. https://doi.org/10.1016/j.clay.2014.06.018
  39. Sivapullaiah, P.V. and Lakshmikantha, H. (2005), "Lime stabilized illite as a liner", Ground Improv., 9(1), 39-45. https://doi.org/10.1680/grim.2005.9.1.39
  40. Tonoz, M.C., Ulusay, R. and Gokceoglu, C. (2004), Effect of Lime Stabilization on Engineering Properties of Expansive Ankara Clay, in Engineering Geology for Infrastructure Planning in Europe, Springer, Berlin, Heidelberg, Germany.
  41. Wang, D., Ma, W., Niu, Y., Chang, X. and Wen, Z. (2007), "Effects of cycling freezing and thawing on mechanical properties of Qinghai-Tibet clay", Cold Reg. Sci. Technol., 48, 34-43. https://doi.org/10.1016/j.coldregions.2006.09.008
  42. Yilmaz, F., Kamiloglu, H.A. and Sadoglu, E. (2015), "Soil stabilization with using waste materials against freezing thawing effect", Acta Physica Polonica A, 128(2B), 392-394. https://doi.org/10.12693/APhysPolA.128.B-392
  43. Zaimoglu, A.S. (2010), "Freezing-thawing behavior of finegrained soils reinforced with polypropylene fibers", Cold Reg. Sci. Technol., 60(1), 63-65. https://doi.org/10.1016/j.coldregions.2009.07.001
  44. Zorluer, I. and Demirbas, A. (2013), "Use of marble dust and fly ash in stabilization of base material", Sci. Eng. Compos. Mater., 20(1), 47-55.
  45. Zorluer, I. and Gucek, S. (2014), "The effects of marble dust and fly ash on clay soil", Sci. Eng. Compos. Mater., 21(1), 59-67.
  46. Zukri, A. (2013), "Pekan soft clay treated with hydrated lime as a method of soil stabilizer", Proc. Eng., 53, 37-41. https://doi.org/10.1016/j.proeng.2013.02.006

피인용 문헌

  1. Evaluation and Monitoring of Slope Stability in Cold Region: Case Study of Man-Made Slope at Øysand, Norway vol.10, pp.12, 2020, https://doi.org/10.3390/app10124136
  2. Effects of soaking on a lime stabilized clay and implications for pavement design vol.24, pp.2, 2018, https://doi.org/10.12989/gae.2021.24.2.115
  3. Performance of cement-stabilized sand subjected to freeze-thaw cycles vol.25, pp.1, 2021, https://doi.org/10.12989/gae.2021.25.1.041
  4. Data-driven framework for predicting ground temperature during ground freezing of a silty deposit vol.26, pp.3, 2018, https://doi.org/10.12989/gae.2021.26.3.235