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2019 | OriginalPaper | Chapter

Harmonisation of Terminology and Definitions on Soil Deformation Due to Seepage

Authors : Jaromír Říha, Zakaraya Alhasan, Lubomir Petrula, Paweł Popielski, Agnieszka Dąbska, Jean Jacques Fry, Stanislav Viktorovich Solski, Natalia Andreevna Perevoshchikova, Florian Landstorfer

Published in: Internal Erosion in Earthdams, Dikes and Levees

Publisher: Springer International Publishing

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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.

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Literature
go back to reference BAW MMB (2013) Materialtransport im Boden (MMB). Merkblatt, Bundesanstalt für Wasserbau (BAW). (in German) BAW MMB (2013) Materialtransport im Boden (MMB). Merkblatt, Bundesanstalt für Wasserbau (BAW). (in German)
go back to reference 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) 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)
go back to reference 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 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
go back to reference Bonelli S, Marot D (2011) Micromechanical modelling of internal erosion. Eur J Environ Civ Eng 15(8):1207–1224CrossRef Bonelli S, Marot D (2011) Micromechanical modelling of internal erosion. Eur J Environ Civ Eng 15(8):1207–1224CrossRef
go back to reference Bulletin 164 (2015) Internal erosion of existing dams, levees and dikes, and their foundations. Volume 1: internal erosion process and engineering assessment, France Bulletin 164 (2015) Internal erosion of existing dams, levees and dikes, and their foundations. Volume 1: internal erosion process and engineering assessment, France
go back to reference Busch KF, Luckner L (1973) Geohydraulik. VEB Deutscher für Grundstoffindustrie, Leipzig (in German) Busch KF, Luckner L (1973) Geohydraulik. VEB Deutscher für Grundstoffindustrie, Leipzig (in German)
go back to reference Busch KF, Luckner L, Tiemer K (1993) Geohydraulik, 3rd edn. Gebrüder Borntraeger, Berlin (in German) Busch KF, Luckner L, Tiemer K (1993) Geohydraulik, 3rd edn. Gebrüder Borntraeger, Berlin (in German)
go back to reference Chugaev RR (1974) Hydraulic Terms. Vysshaya Shkola, Moscow (in Russian) Chugaev RR (1974) Hydraulic Terms. Vysshaya Shkola, Moscow (in Russian)
go back to reference Cistin J (1967) Vnitřní sufoze nesoudržné zeminy při svislém vzestupném proudění. Sborník Vysokého učení technického v Brně 1967(1–2):181–185 (in Czech) Cistin J (1967) Vnitřní sufoze nesoudržné zeminy při svislém vzestupném proudění. Sborník Vysokého učení technického v Brně 1967(1–2):181–185 (in Czech)
go back to reference EN B. 1997. 1 (2004) Eurocode 7: geotechnical design-part 1: general rules. British Standards, London EN B. 1997. 1 (2004) Eurocode 7: geotechnical design-part 1: general rules. British Standards, London
go back to reference Fannin RJ, Moffat R (2006) Observation on internal stability of cohesionless soils. Géotechnique 56(7):497–500CrossRef Fannin RJ, Moffat R (2006) Observation on internal stability of cohesionless soils. Géotechnique 56(7):497–500CrossRef
go back to reference Fell R, Fry JJ (2005) Internal erosion of dams and their foundations. Taylor & Francis, New York Fell R, Fry JJ (2005) Internal erosion of dams and their foundations. Taylor & Francis, New York
go back to reference Ke L, Takahashi A (2014) Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil. Soils Found 24(4):713–730CrossRef Ke L, Takahashi A (2014) Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil. Soils Found 24(4):713–730CrossRef
go back to reference Kenney TC, Lau D (1985) Internal stability of granular filters. Can Geotech J 22:215–225CrossRef Kenney TC, Lau D (1985) Internal stability of granular filters. Can Geotech J 22:215–225CrossRef
go back to reference Kollis W (1966) Gruntoznawstwo techniczne. Wydawnictwo Arkady, Warszawa (in Polish) Kollis W (1966) Gruntoznawstwo techniczne. Wydawnictwo Arkady, Warszawa (in Polish)
go back to reference Kovacs G (1981) Seepage hydraulics. Akadémiai Kiadó, Budapest Kovacs G (1981) Seepage hydraulics. Akadémiai Kiadó, Budapest
go back to reference Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48(3):399–412CrossRef Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48(3):399–412CrossRef
go back to reference Richards KS, Reddy KR (2007) Critical appraisal of piping phenomena in earth dams. Bull Eng Geol Env 66(4):381–402CrossRef Richards KS, Reddy KR (2007) Critical appraisal of piping phenomena in earth dams. Bull Eng Geol Env 66(4):381–402CrossRef
go back to reference 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 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
go back to reference Terzaghi K, Peck RB (1948) Soil mechanics in engineering. Wiley, New York Terzaghi K, Peck RB (1948) Soil mechanics in engineering. Wiley, New York
go back to reference Van Beek V (2015) Backward erosion piping: initiation and progression. Dissertation. Technical University of Delft, Netherland Van Beek V (2015) Backward erosion piping: initiation and progression. Dissertation. Technical University of Delft, Netherland
go back to reference VNIIG (1989) Rekomendacii po proyektirovaniyu perekhodykh zon kamenno-zemlyanykh plotin. Vedeneev VNIIG, Leningrad (in Russian) VNIIG (1989) Rekomendacii po proyektirovaniyu perekhodykh zon kamenno-zemlyanykh plotin. Vedeneev VNIIG, Leningrad (in Russian)
go back to reference VNIIG (1991) Rekomendacii po metodike laboratorních ispytanij gruntov na vodopronicajemost i suffozionnuju ustojčivost. Vedeneev VNIIG, Saint Petersburg (in Russian) VNIIG (1991) Rekomendacii po metodike laboratorních ispytanij gruntov na vodopronicajemost i suffozionnuju ustojčivost. Vedeneev VNIIG, Saint Petersburg (in Russian)
go back to reference Vukovic M, Pusic M (1992) Soil stability and deformation due to seepage. Water research publication, Colorado Vukovic M, Pusic M (1992) Soil stability and deformation due to seepage. Water research publication, Colorado
go back to reference 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 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
go back to reference Wieczysty A (1970) Hydrogeologia inżynierska. PWN, Warszawa (in Polish) Wieczysty A (1970) Hydrogeologia inżynierska. PWN, Warszawa (in Polish)
Metadata
Title
Harmonisation of Terminology and Definitions on Soil Deformation Due to Seepage
Authors
Jaromír Říha
Zakaraya Alhasan
Lubomir Petrula
Paweł Popielski
Agnieszka Dąbska
Jean Jacques Fry
Stanislav Viktorovich Solski
Natalia Andreevna Perevoshchikova
Florian Landstorfer
Copyright Year
2019
DOI
https://doi.org/10.1007/978-3-319-99423-9_31