Skip to main content

Long-Term Behavior of Colloidal Nano-silica Reinforced Sand in Different Environments

  • Conference paper
  • First Online:
Proceedings of GeoShanghai 2018 International Conference: Geoenvironment and Geohazard (GSIC 2018)

Included in the following conference series:

  • 2261 Accesses

Abstract

Colloidal nano-silica was firstly used for the injection of soil in the 1990s, which is relatively new compared with other materials. Nano-silica can be used into ground with low porosity. The aim is primarily to prevent or mitigate internal erosion. Since there are not any published data about the efficiency and the durability of nano-silica treated soil in different engineering environments, this paper focus on evaluating long-term improvement effect, including compressive strength and capacity to resist erosion. Nano-silica used in this paper is Levasil 300/30% hardened by NaCl of different concentration. Cylindrical specimens were prepared by mixing fine sand with nano-silica. The environments discussed in this paper include dry air, pure water, salt solution and acid solution. The test was carried out on specimens stored for 1, 7, 15, 30, 90, 180 and 365 days. The results show that, the colloidal nano-silica reinforced sand keeps stable in saturated environments (pure water, salt and acid) and becomes fragile in dry environment.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Fry, J.J., Degoutte, G., Goubet, A.: L’érosion interne: typologie, détection et réparation. Barrages Réservoirs 6, 126 (1997)

    Google Scholar 

  • Foster, M., Fell, R., Spannagle, M.: Method for assessing the relative likelihood of failure of embankment dams by piping. Can. Geotech. 37, 1025–1061 (2000b)

    Article  Google Scholar 

  • Gallagher, P.M., Pamuk, A., Abdoun, T.: Stabilization of liquefiable soils using colloidal silica grout. J. Mater. Civ. Eng. 19, 33–40 (2007)

    Article  Google Scholar 

  • Gallagher, P.M.: Pasive remediation for mitigation of liquefaction risk. Thèse de Doctorat, Virginia polytechnic Institute (2000)

    Google Scholar 

  • Guefrech, A.: Injection et pérennité des coulis à base de silices colloïdales nanométrique. Thèse de doctorat à l’Ecole Centrale de nantes, Nantes, France, pp. 23–64 (2010)

    Google Scholar 

  • Iler, R.K.: Coagulation silica by calcium ions mechanism and effect of particles size. J. Colloid Interface Sci. 53(3), 476–488 (1975)

    Article  Google Scholar 

  • Indraratna, B.: Utilization of lime, slag and fly ash for improvement of a colluvial soil in New South Wales, Australia. Geotech. Geol. Eng. 14, 169–191 (1996)

    Google Scholar 

  • Indraratna, B., Muttuvel, T., Khabbaz, H.: Investigating erosional behaviour of chemically stabilised erodible soils. In: Geocongress 2008, New Orleans, Louisiana, vol. 178, pp. 670–677. Geotechnical Special Publication (2008a)

    Google Scholar 

  • Karol, R.H.: Chemical Grouting and Soil Stabilization: Engineering & Technology, 3rd edn, pp. 122–148. CRC Press, New York (2003)

    Book  Google Scholar 

  • Machan, G., Diamond, S., Leo, E.: Laboratory study of the effectiveness of cement and lime stabilization for erosion control. Transportation Research Record, pp. 24–28 (1997)

    Google Scholar 

  • Noll, M.R.: In situ permeability reduction and chemical fixation using colloidal silica. In: Proceedings of 6th National Outdoor Action Conference, Les Vegas, pp. 443–457 (1992)

    Google Scholar 

  • Perry, J.P.: Lime treatment of dams constructed with dispersive clay soils. Trans. Am. Soc. Agric. Eng. 20, 1093–1099 (1977)

    Article  Google Scholar 

  • Persoff, P., Apps, J., Moridis, G., Whang, J.M.: Effect of dilution and contaminants on sand grouted with colloidal silica. J. Geotech. Geoenvironmental Eng. 125, 61–469 (1999)

    Article  Google Scholar 

  • Rosewel, C.J.: Identification of susceptible soils and control of tunnelling failure in small earth dams. In: Sherard, J.L., Decker, R.S. (eds.) Dispersive Clays, Related Piping and Erosion in Geotechnical Projects, ASTMSTP 623, pp. 362–369. American society for testing and materials (1977)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mayao Cheng .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Cheng, M., Saiyouri, N. (2018). Long-Term Behavior of Colloidal Nano-silica Reinforced Sand in Different Environments. In: Farid, A., Chen, H. (eds) Proceedings of GeoShanghai 2018 International Conference: Geoenvironment and Geohazard. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0128-5_56

Download citation

Publish with us

Policies and ethics