Skip to main content

Advertisement

Log in

Effect of Silica Fume−Cement Kiln Dust Columns on the Strength and Compressibility of Black Cotton Soil

  • Technical Note
  • Published:
Indian Geotechnical Journal Aims and scope Submit manuscript

Abstract

Increasing population and demand mandate further urbanization and industrialization. These developments are typically associated with increasing waste generation. Safe disposal of these wastes is a serious challenge faced over the recent decades. For this purpose, recycling and reuse are deemed as a more sustainable approach to waste disposal. Soil stabilization using slags, fly ash, rice husk ash, and other industrial wastes and/or by-products are among the most recommended options considering environmental well-being. The silica fume (SF) and cement kiln dust (CKD) are such by-products from the industry. Excess volume change in Black Cotton (BC) soil (a recognized expansive soil) subjected to variation in seasonal moisture is one of the highly cited geotechnical issues needing sustainable solutions. The literature predominantly highlights mixing soil with such wastes/by-products to study their properties. Nevertheless, the mixing technique may not be practical in stabilizing BC soil strata in the field. This paper, therefore, ascertains the influence of supplementing SF and CKD on the unconfined compressive strength (UCS) and consolidation of BC soils. Columns with varying compositions of SF and CKD were inserted into the BC samples. BC samples with SF-CKD columns were tested in the laboratory. Observations show a close to 80% increase in the UCS values for BC soil with SF:CKD (75:25) column at 28 days curing. These samples also showed a reduction in swell potential and swell pressures by 86% and 89%, respectively. The results, therefore, conclude that the SF-CKD columns have a good potential in improving the BC soil, thus should be investigated further.

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

References

  1. Nagaraj HB, Mohammed Munnas M, Sridharan A (2010) Swelling behaviour of expansive soils. Indian Geotech J 32(1):99–111. https://doi.org/10.3328/IJGE.2010.04.01.99-110

    Article  Google Scholar 

  2. Kalkan E, Akbulut S (2004) The positive effect on the permeability, swelling pressure and compressive strength of natural clay liners. J Eng Geol 73:145–156

    Article  Google Scholar 

  3. Anirudhan IV, Ramaswamy SV (2009) Experience with expansive soils and shales in and around Chennai. Indian Geotech Soc 9:873–881

    Google Scholar 

  4. Darikandeh F (2017) Expansive soil stabilised by calcium carbide residue–fly ash columns. Proc Inst Civ Eng. https://doi.org/10.1680/jgrim.17.00033

    Article  Google Scholar 

  5. Basma AA, Tuncer ER (1991) Effect of lime on volume change and compressibility of expansive clays. Transp Res Rec 1295:52–61

    Google Scholar 

  6. Mir BA (2001) The effect of fly ash on the engineering properties of black cotton soils. ME Thesis, Department of civil engineering, IISC, Banglore-560012

  7. Nalbantoglu Z, Gucbilmez E (2002) Utilization of industrial waste in calcareous expansive clay stabilization. Geotech test J 25(1):78–84

    Article  Google Scholar 

  8. IS 2720 (Part 7) (1980) Determination of water content-unit wieght relation using light compaction. Bureau of Indian Standards, New Delhi

    Google Scholar 

  9. IS 2720 (Part 10) (1999) Determination of unconfined compressive strength. Bureau of Indian Standards, New Delhi

    Google Scholar 

  10. Ramesh HN, Sivapullaiah PV (2011) Role of moulding water content in lime stabilization of soil. Gr Improv 164(1):15–19. https://doi.org/10.1680/grim.900040

    Article  Google Scholar 

  11. IS 2720 (Part 15) (1986) Determination of consolidation properties (second revision) (Reaffirmed May 2010). Bureau of Indian Standards, New Delhi

    Google Scholar 

  12. Chhaya Negi RK, Yadav A, Singai K (2013) Effect of silica fume on engineering properties of black cotton soil. IJSTE 3(7)

  13. Bharadwaj S, Trivedi MK (2016) Impact of micro silica fume on engineering properties of expansive soil. IJSTE 2(12)

  14. Hasan M, Marto A, Hyodo M, Makhtar AM (2011) The strength of soft clay reinforced with singular and group bottom ash columns. Electron J Geotech Eng 16:1215–1227

    Google Scholar 

  15. Ramesh HN, Manjunatha BV (2020) Justifcation of strength properties of microstructural changes in the black cotton soil stabilized with rice husk ash and carbide lime in the presence of sodium salts. SN Appl Sci 457:2. https://doi.org/10.1007/s42452-020-2226-1

    Article  Google Scholar 

  16. Ramesh HN, Rakesh C (2018) Optimisation of granite stone dust and lime sludge on the strength properties of expansive black cotton (BC) soil. In: Indian geotechnical conference, Bengaluru, India

  17. Ramesh HN, Kulkarni MGR, Raghunandan ME, Nethravathi S (2021) Suitability of bagasse ash-lime mixture for the stabilization of black cotton soil. Geomech Eng 28:255 (in press)

    Google Scholar 

  18. Sharma RK (2017) Laboratory study on stabilization of clayey soil with cement kiln dust and fiber. Geotech Geol Eng 35:2291–2302. https://doi.org/10.1007/s10706-017-0245-5

    Article  Google Scholar 

  19. Naveena PC, DineshS V, Gowtham M, Umesh TS (2017) Prediction of strength development in black cotton soil stabilised with chemical additives. Indian Geotech J 47(3):286–302. https://doi.org/10.1007/s40098-016-0209-3

    Article  Google Scholar 

  20. Ramesh HN, Rakesh C (2020) Influence of lime sludge and sodium salts on the strength and structural behavior of clayey soils-granite stone slurry dust composite with curing. Indian Geotech J 50(5):801–809. https://doi.org/10.1007/s40098-019-00404-0

    Article  Google Scholar 

  21. Eberemu OKI, Sani JE (2019) Cement kiln dust: locust bean waste ash blend stabilization of tropical black clay for road construction. Geotech Geol Eng 40:2452–2565. https://doi.org/10.1007/s10706-018-00794-w(0123456789

    Article  Google Scholar 

  22. Salahudeen AB, Eberemu AO, Osinubi KJ (2014) Assessment of cement kiln dust-treated expansive soil for the construction of flexible pavement. Geotech Geol Eng J 32(4):923–931. https://doi.org/10.1007/s10706-014-9769-0

    Article  Google Scholar 

Download references

Acknowledgements

The authors would like to thank Ms. Ranjita N. Havanur for assisting to carry out the experiments. The authors are grateful to the cement factory, Wadi, and Silicon alloy plant Vishakhapatnam, for providing chemical additives. The support rendered from the Faculty of Engineering Civil, UVCE, and Bangalore University in terms of the facilities for conducting experiments in the Geotechnical Engineering laboratory is highly acknowledged.

Funding

This research did not receive a specific grant for conducting the study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to H. N. Ramesh.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Renuka, B.K., Pankaja, B.S., Ramesh, H.N. et al. Effect of Silica Fume−Cement Kiln Dust Columns on the Strength and Compressibility of Black Cotton Soil. Indian Geotech J 52, 979–988 (2022). https://doi.org/10.1007/s40098-022-00626-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40098-022-00626-y

Keywords

Navigation