Skip to main content
Log in

Case Study on Applications of Lime–Cement Grouting to Strengthen Soil Characteristics

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

Abstract

Formulating solution to obtain the required engineering properties by means of stabilizing the soil for placing infrastructural unit without undergoing large settlement, grouting is widely used restoration method for improving the relative density of the soil strata. This paper has analyzed two case scenarios about soil stabilization to accommodate reinforced cement concrete (RCC) structure to facilitate production units. Considering the soil characteristics and to avoid further collapse of the nearby establishment, injecting lime–cement composition to strengthen the loosen earth bearing capacity at certain depth has been followed. Accordingly, researchers have shown to mend on the discrepancy happened in both cases regarding strengthening of disturbed soil strata up to 2 to 2.5 times with respect to Standard Penetration Test-Number of Blows (SPT-N) values after carrying out pre- and post-dynamic cone penetration tests (DCPT) up to an average depth of 6 to 6.5 m from finished ground level (FGL), by using of grout injection procedure. Following methodology has been emanated and after conducting several trials resulted in appreciable improvement in soil consistency. Researchers believe that the study will be comparatively more suitable for improving problematic soils in South-Asian continent. In both cases, desired soil bearing capacity has been attained in most economical way and within stipulated time frame.

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

References

  1. Zhu M, Zhang Q, Zhang X, Hui B (2018) Comparative study of soil grouting with cement slurry and cement–sodium silicate slurry. In: Santulli C (ed) Advances in materials science and engineering. Hindawi Limited, pp 1–10. https://doi.org/10.1155/2018/1893195

    Chapter  Google Scholar 

  2. Sabat AK, Pati S (2014) A review of literature on stabilization of expansive soil using solid wastes. Electron J Geotech Eng 19:6251–6267

    Google Scholar 

  3. Kazemian S, Huat B (2009) Assessment and comparison of grouting and injection methods in geotechnical engineering. Eur J Sci Res 27:234–247

    Google Scholar 

  4. Azadi MR, Taheri A, Taghichian A (2017) Optimization of cement-based grouts using chemical additives. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2016.11.013

    Article  Google Scholar 

  5. Pandey S (2015, July 24) Grouting

  6. Bearce RG (2015) Geometry assessment and strength/stiffness monitoring of lime and cement modified soils via characterization of curing-induced property changes estimated from seismic wave propagation techniques and electrical resistivity. Mountain Scholar

  7. Kazemian S, Huat B, Prasad A, Barghchi M (2010) A review of stabilization of soft soils by injection of chemical grouting. Aust J Basic Appl Sci 4:5862–5868

    Google Scholar 

  8. Pereira RS (2018) Soil stabilization with lime for the construction of forest roads. Floresta e Ambiente 25(2):e20150077

    Article  Google Scholar 

  9. IS: 4968 (Part-1)-1976 Indian standard code of method for subsurface sounding for soils—dynamic method using 50 mm cone without bentonite slurry

  10. Ranjan G, Rao A (2000) Basic and applied soil mechanics. New Age International (P) Limited, New Delhi

    Google Scholar 

Download references

Acknowledgements

The authors acknowledge the research and study enabling environment created by the 6 MTPA Integrated Steel Plant Project by TATA Steel, Kalinganagar, Odisha, India and 0.8 MTPA Integrated Steel Plant Project by GPH Ispat, Chittagong, Bangladesh. We would like to thank M. N. Dastur and Company (P) Ltd. team especially Mr. Partha Bandyopadhyay, Technical Director and Head—Construction; Mr. Pritam Kumar Chatterjee, Technical Director and Site-in-charge; Mr. Suvendu Dey, Former Technical Director-Civil; Rupa Ghose, Sr. Principal Engineer—Civil; Arindam Bhattacharyya, Principal Engineer—Construction; Rajiv Kumar, Sr. Principal Engineer—Construction; laboratory technicians and local contractors to help us find the way of doing the study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Debabrata Paul.

Ethics declarations

Conflict of interest

Both the authors state that there is 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

Paul, D., Azmain, M. Case Study on Applications of Lime–Cement Grouting to Strengthen Soil Characteristics. Indian Geotech J 52, 181–204 (2022). https://doi.org/10.1007/s40098-021-00528-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40098-021-00528-5

Keywords

Navigation