Skip to main content

Harmonisation of Terminology and Definitions on Soil Deformation Due to Seepage

  • Conference paper
  • First Online:

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 17))

Abstract

When comparing different literature sources, differences in the terminology concerning soil deformation due to seepage may be found. The distinctions are caused by language barrier (Slavic and Germanic language groups), by the view on the mechanisms and by the way of understanding individual soil deformation processes. These differences in terminology are related to the naming of the phenomenon itself or to translation issues. Clear terminology is important when comparing stability criteria applied in different countries. Here “western” and “eastern” schools may be distinguished. This study provides an overview on terminology for soil deformation due to seepage in English, French, German, Russian, Polish and Czech languages, some suggestions are presented with discussion. The paper is an initial phase for further comparison of criteria for individual soil deformation modes.

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

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   219.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   279.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   279.99
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

Learn about institutional subscriptions

References

  • BAW MMB (2013) Materialtransport im Boden (MMB). Merkblatt, Bundesanstalt für Wasserbau (BAW). (in German)

    Google Scholar 

  • Bazant Z, Halek V (1969) Příčiny porušování podloží ochranných hrází a nástin principu aktivní ochrany. Sborník Vysokého učení technického v Brně 1969(5):207–222 (in Czech)

    Google Scholar 

  • Benaissa K, Larbi EB, Angel PVM, Kaoutar A (2011) Modeling approach of the water/soil interface in the hole erosion test (HET). Aust J Basic Appl Sci 5(7):1213–1220

    Google Scholar 

  • Bonelli S (2012) Erosion of geomaterials. ISTE Ltd., London

    Book  Google Scholar 

  • Bonelli S, Marot D (2011) Micromechanical modelling of internal erosion. Eur J Environ Civ Eng 15(8):1207–1224

    Article  Google Scholar 

  • Bulletin 164 (2015) Internal erosion of existing dams, levees and dikes, and their foundations. Volume 1: internal erosion process and engineering assessment, France

    Google Scholar 

  • Busch KF, Luckner L (1973) Geohydraulik. VEB Deutscher für Grundstoffindustrie, Leipzig (in German)

    Google Scholar 

  • Busch KF, Luckner L, Tiemer K (1993) Geohydraulik, 3rd edn. Gebrüder Borntraeger, Berlin (in German)

    Google Scholar 

  • Chugaev RR (1974) Hydraulic Terms. Vysshaya Shkola, Moscow (in Russian)

    Google Scholar 

  • Cistin J (1967) Vnitřní sufoze nesoudržné zeminy při svislém vzestupném proudění. Sborník Vysokého učení technického v Brně 1967(1–2):181–185 (in Czech)

    Google Scholar 

  • EN B. 1997. 1 (2004) Eurocode 7: geotechnical design-part 1: general rules. British Standards, London

    Google Scholar 

  • Fannin RJ, Moffat R (2006) Observation on internal stability of cohesionless soils. Géotechnique 56(7):497–500

    Article  Google Scholar 

  • Fell R, Fry JJ (2005) Internal erosion of dams and their foundations. Taylor & Francis, New York

    Google Scholar 

  • ICOLD Technical Dictionary (1978) ICOLD CIGB. http://www.icoldcigb.net/GB/dictionary/dictionary.asp. Accessed 05 Mar 2018

  • Ke L, Takahashi A (2014) Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil. Soils Found 24(4):713–730

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Kollis W (1966) Gruntoznawstwo techniczne. Wydawnictwo Arkady, Warszawa (in Polish)

    Google Scholar 

  • Kovacs G (1981) Seepage hydraulics. Akadémiai Kiadó, Budapest

    Google Scholar 

  • Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48(3):399–412

    Article  Google Scholar 

  • Richards KS, Reddy KR (2007) Critical appraisal of piping phenomena in earth dams. Bull Eng Geol Env 66(4):381–402

    Article  Google Scholar 

  • Sellmeijer JB (2006). Numerical computation of seepage erosion below dams (piping). In: Proceedings of third international conference on scour and erosion, ISCE 3, 1.–3.11.2006, Netherland, Amsterdam, pp 596–601

    Google Scholar 

  • Terzaghi K, Peck RB (1948) Soil mechanics in engineering. Wiley, New York

    Google Scholar 

  • Van Beek V (2015) Backward erosion piping: initiation and progression. Dissertation. Technical University of Delft, Netherland

    Google Scholar 

  • VNIIG (1989) Rekomendacii po proyektirovaniyu perekhodykh zon kamenno-zemlyanykh plotin. Vedeneev VNIIG, Leningrad (in Russian)

    Google Scholar 

  • VNIIG (1991) Rekomendacii po metodike laboratorních ispytanij gruntov na vodopronicajemost i suffozionnuju ustojčivost. Vedeneev VNIIG, Saint Petersburg (in Russian)

    Google Scholar 

  • Vukovic M, Pusic M (1992) Soil stability and deformation due to seepage. Water research publication, Colorado

    Google Scholar 

  • Wan CF, Fell R (2002) Investigation of internal erosion and piping of soils in embankment dams by the slot erosion test and the Hole Erosion test—interpretative report. Sydney, Australia

    Google Scholar 

  • Wieczysty A (1970) Hydrogeologia inżynierska. PWN, Warszawa (in Polish)

    Google Scholar 

Download references

Acknowledgments

This paper was created with the support of the projects: FAST-J-18-5104 “Research on conditions of initiation and progression of privileged seepage paths”, and FAST-J-18-5424 “Experimental testing of erosion of sealing geo-composites”.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jaromír Říha .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Říha, J. et al. (2019). Harmonisation of Terminology and Definitions on Soil Deformation Due to Seepage. In: Bonelli, S., Jommi, C., Sterpi, D. (eds) Internal Erosion in Earthdams, Dikes and Levees. EWG-IE 2018. Lecture Notes in Civil Engineering , vol 17. Springer, Cham. https://doi.org/10.1007/978-3-319-99423-9_31

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-99423-9_31

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-99422-2

  • Online ISBN: 978-3-319-99423-9

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics