Skip to main content
Log in

Assessment of Cement Kiln Dust-Treated Expansive Soil for the Construction of Flexible Pavements

  • Original paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

An expansive soil (black cotton soil) treated with up to 10 % cement kiln dust (CKD), a waste obtained from the manufacture of cement, was evaluated for use as a flexible pavement construction material. Laboratory tests were carried out on specimens compacted with British Standard light, British Standard light or standard Proctor (relative compaction = 100 %) energy. Results obtained show that the index properties of the soil improved with CKD treatment. Peak unconfined compressive strength of 357.07 kN/m2 and California bearing ratio (CBR) of 7 % as well as resistance to loss in strength of 44 % were recorded at 10 % CKD treatment. Reduction in the particle sizes with curing period was observed when samples were viewed through the scanning electron microscope. The study showed that CKD can be beneficially used to improve the subgrade of lightly trafficked roads and as admixture in lime stabilization during construction of flexible pavements over expansive soil.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • AASHTO (1986) Standard specifications for transport materials and methods of sampling and testing, 14th edn. American Association of State Highway and Transport Officials (AASHTO), Washington

    Google Scholar 

  • Aitken DH (1971) Transportation of geomechanics to roads and bridges. Proceedings of the 1st Australia–New Zealand conference on geomechanics, Melbourne, vol 2, p 489

  • Akshaya KS (2012) Utilization of bagasse ash and lime sludge for construction of flexible pavements in expansive soil areas. Electron J Geotech Eng 17:1037–1046

    Google Scholar 

  • Alhassan M, Mustapha AM (2007) Effect of rice husk ash on cement stabilized laterite. Leonardo Electron J Pract Technol 6(11):47–58

    Google Scholar 

  • ASTM (1992) Annual book of standards, vol 04.08. American Society for Testing and Materials, Philadelphia

    Google Scholar 

  • Balogun LA (1991) Effect of sand and salt additives on some geotechnical properties of lime stabilized black cotton soil. Niger Eng 26(2):15–24

    Google Scholar 

  • Bhatty JI, Todres HA (1996) Use of cement kiln dust in stabilizing clay soils. Portland Cement Association, Skokie

    Google Scholar 

  • Bhatty JI, Bhattacharja S, Todres HA (1996) Use of cement kiln dust in stabilizing clay soils. RP 343, PCA serial no. 2035, Portland Cement Association, Skokie, Illinois

  • Brian JB (2013) Automated SEN/EDS analysis and classification of forensic samples. Forensic magazine. February/March 2013

  • BS 1377 (1990) Methods of testing soil for civil engineering purposes. British Standards Institute, London

    Google Scholar 

  • BS 1924 (1990) Methods of tests for stabilized soils. British Standards Institute, London

    Google Scholar 

  • Gidigasu MD (1976) Laterite soil engineering: pedogenesis and engineering principles. Elsevier, Amsterdam

    Google Scholar 

  • Gidigasu MD, Dogbey JLK (1980) Geotechnical characterization of laterized decomposed rocks for pavement construction in dry sub-humid environment. Proceedings of the 6th South East Asian conference on soil engineering, Taipei, vol 1, pp 493–506

  • Iorliam AY, Agbede IO, Joel M (2012) Effect of cement kiln dust on some geotechnical properties of black cotton soil. Electron J Geotech Eng 17:967–976

    Google Scholar 

  • Jones D, Holtz J (1973) Expansive soils: hidden disaster. Civ Eng ASCE 43:54

    Google Scholar 

  • Krazynski LM (1980) Expansive soils in highway construction: some problems and solutions. Proceedings of the 4th International Road Federation African Highways Conference, Nairobi, Kenya

  • Lees G, Addelkader MO, Hamdani SK (1982) Sodium chloride as additive in lime–soil stabilization. J Inst Highw Eng 29(11):8–16

    Google Scholar 

  • Medjo E, Riskowiski G (2004) A procedure for processing mixtures of soil, cement and sugar cane bagasse. Agric Eng Int J Sci Res Dev Manuscript BC 990 III: 1–6

  • Miller A, Zaman R (2000) Utilization of cement kiln dust in cement mortar and concrete. Resour Conserv Recycl 48(4):315–338

    Google Scholar 

  • Moses G (2008) Stabilization of black cotton soil with ordinary Portland cement using bagasse ash as admixture. IRJI J Res Eng 5(3):107–115

    Google Scholar 

  • Moses GK, Saminu A (2012) Cement kiln dust stabilization of compacted black cotton soil. IRJI J Res Eng 17:826–834

    Google Scholar 

  • Musa A (2008) Potential of rice husk ash for soil stabilization. Assumpt Univ J Technol 11(4):246–250

    Google Scholar 

  • NBRRI (1983) Engineering properties of black cotton soils of Nigeria and related pavement design. Nigerian Building and Road Research Institute, Research Paper No 1, p 22

  • Nigerian General Specifications (1997) Roads and bridges. Federal Ministry of Works, Abuja

    Google Scholar 

  • Ola SA (1974) Need for estimated cement requirement for stabilizing lateritic soil. J Transp Div ASCE 17(8):379–388

    Google Scholar 

  • Ola SA (1978) The geology and geotechnical properties of the black cotton soils of North Eastern Nigeria. Eng Geol 12:375–391

    Article  Google Scholar 

  • Ola SA (1983) The geotechnical properties of black cotton soils of North Eastern Nigeria. In: Ola SA (ed) Tropical soils of Nigeria in engineering practice. Balkama, Rotterdam, pp 160–178

    Google Scholar 

  • Ola SA (1991) Laboratory testing and geotechnical characterization of black cotton soil and expansive shales in Nigeria. Proceedings of the 9th regional conference for Africa on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, pp 991–995

  • Oriola F, Moses G (2010) Groundnut shell ash stabilization of black cotton soil. Electron J Geotech Eng 15:415–428

    Google Scholar 

  • Oriola F, Moses G (2011) Compacted black cotton soil treated with cement kiln dust as hydraulic barrier material. Am J Sci Ind Res (AJSIR) 2(4):521–530

    Google Scholar 

  • Osinubi KJ (1995) Lime modification of black cotton soils. Spectr J 2(1):112–122

    Google Scholar 

  • Osinubi KJ (1999) Evaluation of admixture stabilization of Nigerian black cotton soil. Niger Soc Eng Tech Trans 34(3):88–96

    Google Scholar 

  • Osinubi KJ (2000) Laboratory trial of soil stabilization using pulverised coal bottom ash. Niger Soc Eng Tech Trans 35(4):13–21

    Google Scholar 

  • Osinubi KJ, Medubi AB (1997) Evaluation of cement and phosphatic waste admixture on tropical black clay road foundation. Proceedings of 4th international conference on structural engineering analysis and modeling (SEAM 4), Kumasi, Ghana, 9–11 July, vol 2, pp 297–307

  • Osinubi KJ, Stephen TA (2006) Effect of bagasse ash content on particle size distribution and plasticity characteristics of black cotton soil. Proceedings of the 5th Nigerian Materials Congress “NIMACON 2006”, Abuja, Nigeria, 17–19 November, pp 214–220

  • Osinubi KJ, Eberemu AO, Oyelakin MA (2011) Improvement of black cotton soil with ordinary Portland cement—locust bean waste ash blend. Electron J Geotech Eng Bund F 16: 619–627

  • Ramzi T, Amer A, Ali A, Hilia A (2001) Use of cement kiln dust in soil stabilization. EJUQ 14:61–76

    Google Scholar 

  • Reyes LRG, Remoro ETG, Cabral AP, Rodriguez RC (2007) Characterization of chromium in contaminated soil studied by SEM, EDS, XRD and Mossbauer spectroscopy. J Miner Mater Charact Eng JMMCE 7(1):59–70

    Google Scholar 

  • Suhail AAA, Khawla AKA, Ibrahaim MAA (2008) Strength durability and hydraulic properties of clayey soil stabilized with lime and industrial waste lime. Al-Rafidain Eng 16(1):102–116

    Google Scholar 

  • Talal OA, Awad AA (1999) Experimental study on the utilization of cement kiln dust for ground modification. J King Saud Univ (JKSU) 11:218–230

    Google Scholar 

  • Wayne SA, Donald HT (2008) Beneficial uses of cement kiln dust. In: 50th cement industry technical conference, paper no. 1627, Miami, USA, May 2008

  • Wei W (2010) Analysis of soil microstructure parameters based on image mosaic technology. Xiao-Yuan He Conf Publ 1:286–289

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. O. Eberemu.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Salahudeen, A.B., Eberemu, A.O. & Osinubi, K.J. Assessment of Cement Kiln Dust-Treated Expansive Soil for the Construction of Flexible Pavements. Geotech Geol Eng 32, 923–931 (2014). https://doi.org/10.1007/s10706-014-9769-0

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-014-9769-0

Keywords

Navigation