Skip to main content
Log in

A description of internal erosion by suffusion and induced settlements on cohesionless granular matter

  • Research Paper
  • Published:
Acta Geotechnica Aims and scope Submit manuscript

Abstract

Cohesionless granular matter subjected to internal flow can incur an internal erosion by suffusion characterized by a migration of its finest constituting particles. A series of suffusion tests is performed on assemblies of gap-graded glass beads using a large oedo-permeameter device. Two successive processes of erosion can be observed during the tests. First, a suffusion process is characterized by a progressive and diffuse migration of fine particles over a long time period. The second process, induced by the first one, is characterized by a strong migration over a short time period (blowout of fine particles) and produces rapidly large settlement of specimen. Time series of hydraulic conductivity, longitudinal profile of specimen density, eroded mass and axial deformation are analyzed. The initial content of fine particles and the history of hydraulic loading appear as key parameters in the suffusion development. To characterize the suffusion development, erosion rate is investigated according to the power expended by the seepage flow, and a new law of erosion by suffusion is proposed.

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
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19

Similar content being viewed by others

References

  1. Alexis A, Le Bras G, Thomas P (2004) Experimental bench for study of settling-consolidation soil formation. Geotech Test J 27:557–567

    Google Scholar 

  2. Bendahmane F, Marot D, Alexis A (2008) Experimental parametric study of suffusion and backward erosion. J Geotech Geoenviron Eng 134:57–67

    Article  Google Scholar 

  3. Bonelli S (ed) (2012) Erosion in geomechanics applied to dams and levees. ISTE, Wiley

  4. Bonelli S, Marot D (2011) Micromechanical modeling of internal erosion. Eur J Environ Civil Eng 15:1207–1224

    Article  Google Scholar 

  5. Burenkova VV (1993) Assessment of suffusion in noncohesive and graded soils. In Proceeding 1st Conference Geo-Filters, Karlsruhe, Germany, Balkema, Rotterdam, The Netherlands, pp 357–360

  6. Chang DS, Zhang LM (2011) A stress-controlled erosion apparatus for studying internal erosion in soils. Geotech Test J 34(6):579–589

    MathSciNet  Google Scholar 

  7. Chang DS, Zhang LM (2013) Critical hydraulic gradients of internal erosion under complex stress states. J Geotech Geoenviron Eng 139(9):1454–1467

    Article  Google Scholar 

  8. Fell R, Fry JJ (2007) Internal erosion of dams and their foundations. Taylor & Francis Publisher, London

    Google Scholar 

  9. Kenney TC, Lau D (1985) Internal stability of granular filters. Can Geotech J 22:215–225

    Article  Google Scholar 

  10. Kovacs G (1981) Seepage hydraulic. Elsevier, Amsterdam

    Google Scholar 

  11. Lade PV, Yamamuro JA (1997) Effects of non plastic fines on static liquefaction of sands. Can Geotech J 34(6):918–928

    Article  Google Scholar 

  12. Li M (2008) Seepage induced instability in widely graded soils. PhD Thesis, University of British Colombia, Vancouver

  13. Li M, Fannin J (2008) Comparison of two criteria for internal stability of granular soil. Can Geotech J 45:1303–1309

    Article  Google Scholar 

  14. Marot D, Bendahmane F, Rosquoët F, Alexis A (2009) Internal flow effects on isotropic confined sand–clay mixtures. Soil Sediment Contam 18:294–306

    Article  Google Scholar 

  15. Marot D, Regazzoni PL, Wahl T (2011) Energy based method for providing soil surface erodibility rankings. J Geotech Geoenviron Eng 137:1290–1294

    Article  Google Scholar 

  16. Marot D, Le VD, Garnier J, Thorel L, Audrain P (2012) Study of scale effect in an internal erosion mechanism. Eur J Environ Civil Eng 16:1–19

    Article  Google Scholar 

  17. Marot D, Bendahmane F, Nguyen HH (2012) Influence of angularity of coarse fraction grains on internal erosion process. La Houille Blanche 6:47–53

    Article  Google Scholar 

  18. Moffat R, Fannin RJ (2006) A large permeameter for study of internal stability in cohesionless soils. Geotech Test J 29:1–7

    Google Scholar 

  19. Moffat R, Herrera P (2014) Hydromechanical model for internal erosion and its relationship with the stress transmitted by the finer soil fraction. Acta Geotechnica. doi:10.1007/s11440-014-0326-z

    Google Scholar 

  20. Perzlmaier S (2007) Hydraulic criteria for internal erosion in cohesionless soil. In: Fell R, Fry JJ (eds) Internal erosion of dams and their Foundations. Taylor & Francis, London, pp 179–190

    Google Scholar 

  21. Reddi LN, Lee I, Bonala MVS (2000) Comparison of internal and surface erosion using flow pump test on a sand-kaolinite mixture. Geotech Test J 23:116–122

    Article  Google Scholar 

  22. Sail Y, Marot D, Sibille L, Alexis A (2011) Suffusion tests on cohesionless granular matter. Eur J Environ Civil Eng 15:799–817

    Google Scholar 

  23. Scholtès L, Hicher PY, Sibille L (2010) Multiscale approaches to describe mechanical responses induced by particle removal in granular materials. Comptes Rendus Mécanique (CRAS) 338(10–11):627–638

    Article  MATH  Google Scholar 

  24. Shire T, O’Sullivan C (2013) Micromechanical assessment of an internal stability criterion. Acta Geotech 8:81–90. doi:10.1007/s11440-012-0176-5

    Article  Google Scholar 

  25. Sibille L, Lominé L, Poullain P, Sail Y, Marot D (2015) Internal erosion in granular media: direct numerical simulations and energy interpretation. Hydrol Process 29(9):2149–2163. doi:10.1002/hyp.10351

    Article  Google Scholar 

  26. Skempton AW, Brogan JM (1994) Experiments on piping in sandy gravels. Géotechnique 44:449–460

    Article  Google Scholar 

  27. Sterpi D (2003) Effects of the erosion and transport of fine particles due to seepage flow. Int J Geomech 3:111–122

    Article  Google Scholar 

  28. Tong AT, Catalano E, Chareyre B (2012) Pore-scale flow simulations: model predictions compared with experiments on bi-dispersed granular assemblies. Oil Gas Sci Technol 67(5):743–752. doi:10.2516/ogst/2012032

    Article  Google Scholar 

  29. Vallejo LE (2001) Interpretation of the limits in shear strength in binary granular mixtures. Can Geotech J 38:1097–1104

    Article  Google Scholar 

  30. Vincens E, Witt KJ, Homberg U (2014) Approaches to determine the constriction size distribution for understanding filtration phenomena in granular materials. Acta Geotechnca. doi:10.1007/s11440-014-0308-1

    Google Scholar 

  31. Wan CF, Fell R (2008) Assessing the potential of internal instability and suffusion in embankment dams and their foundations. J Geotech Geoenviron Eng 134:401–407

    Article  Google Scholar 

  32. Wood DM, Maeda K, Nukudani E (2010) Modelling mechanical consequences of erosion. Géotechnique 60(6):447–457

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Luc Sibille.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Sibille, L., Marot, D. & Sail, Y. A description of internal erosion by suffusion and induced settlements on cohesionless granular matter. Acta Geotech. 10, 735–748 (2015). https://doi.org/10.1007/s11440-015-0388-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11440-015-0388-6

Keywords

Navigation