Skip to main content
Log in

Strength Improvement of Loose Sandy Soils Through Cement Grouting

  • Original Paper
  • Published:
Indian Geotechnical Journal Aims and scope Submit manuscript

Abstract

Grouting, which has several applications in the field of civil engineering, was once considered as a mysterious operation. The effectiveness of grouting requires a lot of understanding, skill, meticulous attention and an intuitive perception. Even though grouting was started 200 years ago, it was treated for a long time, as an art which eluded scientific investigation and improvement. Grout is injected under pressure into the material to be grouted until it fills the desired volume of material around the hole or until the maximum specified pressure is attained and a specific minimum grout flow is reached. This paper discusses the strength improvement of loose sandy soils through cement grouting. Various cement percentages (2, 4 and 6 %) were used for grouting medium sand beds in the loosest state. The effectiveness of grouting was evaluated based on the actual cross sectional area of the intact grouted mass at different depths and by determination of cement content at various depths and laterals distances of the grouted medium. The improvement in strength due to grouting was assessed with the help of load tests. 4 % cement grout was found to be more effective in medium sand compared to 2 and 6 %. The results undoubtedly prove the effectiveness of using grouting as an efficient technique in improving the foundation beds of loose sandy soils.

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
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  1. Arenzana L, Krizek RJ, Pepper SF (1989) Injection of dilute microfine cement suspensions fine sands, 12th Int. Conf. on Soil Mech. and Foundation Eng., Brazil, 18(2):1331–1334

  2. ASTM Standards (D: 806-00) ‘Standard test method for cement content of hardened soil–cement mixtures’

  3. Clarke WJ, Royal MD, Helal M (1992) ‘Ultrafine cement tests and dam test grouting’, Proc. of the Conf. on Grouting, Soil Improvement and Geosynthetics, New Orleans, ASCE, New York, p 626–638

  4. Dano C, Hicher PY, Tailliez S (2004) Engineering properties of grouted sands. J Geotech Geoenviron Eng ASCE 130(3):328–338

    Article  Google Scholar 

  5. De Paoli B, Bosco B, Granata R, Bruce DA (1992) ‘Fundamental observations on cement based grouts (1) Traditional materials,’ Proc. of Conf. on Grouting in Geotechnical Engineering, New Orleans, ASCE, New York, p 474–485

  6. Ibragimov MN (2005) Soil stabilization with cement grouts. Soil Mech Found Eng 42(2):67–72

    Article  Google Scholar 

  7. IS (1498-1970) (Reaffirmed in 2002) Classification and identification of soils for general engineering purposes

  8. IS (4332-1973) Methods of test for stabilized soils—part VII determination of cement content of cement stabilized soils

  9. IS (8112:1989) 43 Grade ordinary Portland cement—specification

  10. Kumar TGS, Abraham BM, Sridharan A, Jose BT (2011) Determination of cement content of grouted sandy soils. Int J Earth Sci Eng 4(6):169–172 ISSN 0974-5904

    Google Scholar 

  11. Kumar TGS, Abraham BM, Sridharan A, Jose BT (2011) Bearing capacity improvement of loose sandy foundation soils through grouting. Int J Eng Res Appl 1(3):1026–1033 ISSN 2248-9622

    Google Scholar 

  12. Kumar TGS, Abraham BM, Sridharan A, Jose BT ‘Improvement of shear strength of loose sandy soils by grouting’, Proceedings of the ICE—Ground Improvement, doi: 10.1680/grim.10.00015, Available online: 08 Nov 2012 (in press)

  13. Littlejohn GS (1982) ‘Design of cement based grouts’, Proc. of Conf. on Grouting in Geotech. Eng., New Orleans, ASCE, New York, p 35–48

  14. Lowe J, Standford TC (1982) ‘Special grouting at Tarbela dam project’, Proc. of Conf. on Grouting in Geotech. Eng., New Orleans, ASCE, New York, p 152–171

  15. Schwarz LG, Krizek RJ (1992) ‘Effect of mixing on rheological properties of microfine cement grouts’, Proc. of the Conf. on grouting, soil improvement and geosynthetics, New Orleans, ASCE, New York, p 512–525

  16. Schwarz LG, Krizek RJ (1994) Effect of preparation technique on permeability and strength of cement-grouted sand. Geotech Test J 17(4):434–443

    Article  Google Scholar 

  17. Shroff AV (2009) ‘Development in design and executive in grouting practice’, 31st IGS annual lecture at IGC-2009, Guntur

  18. Zebovitz S, Krizek RJ, Atmatzidis DK (1989) Injection of fine sands with very fine cement grout. J Geotech Eng 115(12):1717–1733

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Benny Mathews Abraham.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Abraham, B.M., Santhosh Kumar, T.G., Sridharan, A. et al. Strength Improvement of Loose Sandy Soils Through Cement Grouting. Indian Geotech J 44, 234–240 (2014). https://doi.org/10.1007/s40098-013-0073-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40098-013-0073-3

Keywords

Navigation