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Embankments

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Encyclopedia of Engineering Geology

Definition

Artificial mounds constructed using fills, soils, and/or rock to:

  1. (a)

    Raise infrastructure such as roads, railways, canals, and approaches to bridges above the level of low-lying ground to maintain gentle gradients.

  2. (b)

    Impound water in reservoirs.

  3. (c)

    Prevent ingress, or to deflect, flood water.

Embankments are constructed to make shallow gradients for infrastructures such as roads, railways, and canals across valleys and on approaches to bridges but also to impound water for reservoirs or protect low-lying ground from flooding (Helal 2017). The design and construction of embankments requires a proper understanding of the capability of the underlying soils to carry the imposed loads, suitable available materials, and the guarantee of post-construction stability (Cappa et al. 2017). This usually requires careful site investigation, monitoring, sampling, testing and modeling, evaluation of potential construction materials, and stability analyses before and during...

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References

  • Ali S, Ghani U, Arif S (2013) Estimation of flow resistance due to embankments and spur dikes during floods. Mehran Univ Res J Eng Technol 32(3):453–464

    Google Scholar 

  • Alpan I (1964) Estimating the settlements of foundations on sands. Civil Eng Public Works Rev 59(700):1415–1418

    Google Scholar 

  • American Association of State Highway and Transportation Officials (AASHTO) (2017) Highway safety manual. Load and resistance factor design (LRFD) bridge design specifications, 8th edn. AASHTO, New York

    Google Scholar 

  • Baker TE, Allen TM, Jenkins DV, Mooney T, Pierce LM, Christie RA, Weston JT (2003) Evaluation of the use of scrap tires in transportation related applications in the State of Washington. In: Report to the legislature as required by SHB, 2308, pp 1–14

    Google Scholar 

  • Borges JL, Cardoso AS (2001) Structural behaviour and parametric study of reinforced embankments on soft clays. Comput Geotech 28(3):209–233

    Article  Google Scholar 

  • Boussinesq J (1885) Application dès potentiels a l'étude de l'équilibre et du mouvement des solides élastiques. Gauthier-Villars, Paris

    Google Scholar 

  • Bruce MEC, Berg RR, Collin JG, Filz GM, Terashi M, Yang DS (2013) Federal highway administration design manual: deep mixing for embankment and foundation support No. FHWA-HRT-13-046. Federal Highway Administration, Washington, DC

    Google Scholar 

  • Cappa R, Yniesta S, Brandenberg SJ, Lemnitzer A (2017) Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading. In: 6th International conference on earthquake geotechnical engineering 1–4 November, 2015, Christchurch, New Zealand. https://escholarship.org/uc/item/8bj493bc

  • Cedergren HR (1997) Seepage, drainage, and flow nets, vol 16, 3rd edn. Wiley, Chichester

    Google Scholar 

  • Cheney R, Chassie R (2000) Soils and foundations workshop reference manual, National Highway Institute Publication NHI-00-045, Federal Highway Administration, Washington, DC

    Google Scholar 

  • De Souza M, Almeida S, Marques MES (2018) Design and performance of embankments on very soft soils. CRC Press, Boca Raton

    Google Scholar 

  • Deo P, Wood LE, Lovell CW Jr., (1973) Use of Shales in embankment material, Joint highway research project, Purdue University and Indiana State Highway Commission, No. 14. West Lafayette, Indiana

    Google Scholar 

  • Duda R, Greplowska Z, Jarzabek A, Mazon S, Nachlik E, Szczepanska S, Szczepanski A, Witczak S (2006) The characteristics of Raba catchment. In: Nachlik E (ed) Identification and assessment of anthropogenic impacts on the water resources of the Raba catchment with the estimation of risk of achievement failure of the environmental objectives. Cracow University of Technology, serie Inżynieria Środowiska, Monografia, 340. Krakow, Poland

    Google Scholar 

  • Dunnicliff J (1993) Geotechnical instrumentation for monitoring field performance. Wiley, Chichester

    Google Scholar 

  • Dunnicliff J (1998) Geotechnical instrumentation reference manual, NHI Course No. 13241, Module11. FHWA-HI-98-034, Federal Highway Administration, US Department of Transportation, Washington, DC

    Google Scholar 

  • Elias V, Christopher BR, Berg RR (2001) Mechanically stabilized Earth walls and reinforced soil slopes – design and construction guidelines, No. FHWA-NHI-00-043, Federal Highway Administration, Washington, DC

    Google Scholar 

  • Finno RJ (1991) Geotechnical instrumentation for monitoring field performance. Eng Geol 30(2):237–238

    Article  Google Scholar 

  • Helal AAMTA (2017) Analysis of Earth embankment structures using performance-based probabilistic approach including the development of artificial neural network tool. Dissertation, http://www.lib.ncsu.edu/resolver/1840.20/34571

  • Kako NA, Freitag N, Terre Armee Internationale, (2017) Reinforced stabilisation strip for reinforced embankment structures, with a functionalised casing. US patent application 15/114 (292)

    Google Scholar 

  • Kelln C, Sharma J, Hughes D, Graham J (2009) Finite element analysis of an embankment on a soft estuarine deposit using an elastic visco-plastic soil model. Can Geotech J 46(3):357–368

    Article  Google Scholar 

  • Lechowska E (2017) The impact of embankment construction on floodplain land use in the context of its influence on the environment: a case study of selected cities in Poland. Pol J Environ Stud 26(2):655–663

    Article  Google Scholar 

  • Liao KH (2014) From flood control to flood adaptation: a case study on the Lower Green River Valley and the City of Kent in King County, Washington. Nat Hazards 1:723–750

    Article  Google Scholar 

  • McGuire MP, Filz GM (2005) For embankment and subgrade compaction. In: Report VTRC 05-CR21. Virginia transportation research council, Charlottesville, Virginia

    Google Scholar 

  • Naval Facilities Engineering Command (NAVFAC) (1983) Soil dynamics, deep stabilization, and special geotechnical construction, design manual 7.3, April. Department of the Navy, Washington, DC

    Google Scholar 

  • New York State Department of Transportation (NYSDOT) (2015) Guidelines for embankment construction. Geotechnical Engineering Manual GEM-12 revision 4, NYSDOT, New York

    Google Scholar 

  • New York State Department of Transportation (NYSDOT) Geotechnical design manual (GDM) (2012) Chapter 6: Engineering properties of soil and rock (2013); Chapter 12: Embankments and embankment foundations (2013); Chapter 17: Abutments, retaining walls and reinforced slopes (2012). NYSDOT, (New York) https://www.dot.ny.gov/divisions/engineering/technical-services/geotechnical-engineering-bureau/gdm

  • Nguyen QT, Le TD, Konečný P (2018) Influences of geological parameters to probabilistic assessment of slope stability of embankment. IOP Confer Ser Earth Environ Sci 143(1):012046. https://doi.org/10.1088/1755-1315/143/1/012046

    Article  Google Scholar 

  • Ozkan MY (1998) A review of considerations on seismic safety of embankments and earth and rock-fill dams. Soil Dyn Earthq Eng 17(7-8):439–458

    Article  Google Scholar 

  • Paikowsky SG (2002) Load and resistance factor design (LRFD) for deep foundations. Foundation design codes and soil investigations in view of international harmonization and performance–proceedings of IWS Kamakura, Tokyo, 10–22 April 2002 pp 59–94. https://www.uml.edu/docs/IWS%20Kamakura%202002_Paikowsky_tcm18-106812.pdf

  • Phillips ET (2017) Landscape construction: Earth and water retaining structures. Taylor & Francis, Abingdon

    Google Scholar 

  • Qu G, Hinchberger SD, Lo KY (2009) Case studies of three-dimensional effects on the behaviour of test embankments. Can Geotechn J 46(11):1356–1370

    Article  Google Scholar 

  • Rapti I, Lopez-Caballero F, Modaressi-Farahmand-Razavi A, Foucault A, Voldoire F (2018) Liquefaction analysis and damage evaluation of embankment-type structures. Acta Geotech:1–19. https://doi.org/10.1007/s11440-018-0631-z

    Article  Google Scholar 

  • Riad HL, Ricci AL, Osborn PW, D’Angelo DA, Horvath JS (2004) Design of lightweight fills for road embankments on Boston’s Central Artery/Tunnel project. In: 5th International conference on case histories in geotechnical engineering. 13–17 April 2004, New York, No. 8.07, 8pp

    Google Scholar 

  • Sabatini PJ, Bachus RC, Mayne PW, Schneider JA, Zettler TE (2002) Geotechnical engineering circular no. 5: evaluation of soil and rock properties (No. FHWA-IF-02-034), Washington, DC

    Google Scholar 

  • Samarasekara RSM, Sasaki J, Esteban M, Matsuda H (2017) Willingness to pay for upgrading tsunami co-beneficial structures: example from a railway embankment and a revetment in Sri Lanka. In: Asian and pacific coast 2017-proceedings of the 9th international conference on APAC 2017, 19–20 October, Pasay City, Philippines, p 139

    Google Scholar 

  • Tarawneh B, Masada T, Sargand S (2013) Estimated and measured settlements of shallow foundation supporting bridge substructure. Jordan J Civil Eng 159(702):1–12

    Google Scholar 

  • US Army Corps of Engineers (2004) Water resources planning: a new opportunity for service. National Research Council, National Academies Press, Washington, DC

    Google Scholar 

  • Wahls HE (1990) Design and construction of bridge approaches. In: National cooperative highway research program, Synthesis of highway practice no. 159. Transportation Research Board, National Research Council, Washington, DC

    Google Scholar 

  • Więzik B (2010) The impact of inter-embankment zone on flood hazard. In: Więzik K (ed) The legal, administrative and environmental determinants of river valleys development. Higher School of Administration, Bielsko-Biała (In Polish)

    Google Scholar 

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Correspondence to Kaveh Ostad-Ali-Askari .

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Javadinejad, S., Eslamian, S., Ostad-Ali-Askari, K., Mirramazani, S.M., Zadeh, L.A., Samimi, M. (2018). Embankments. In: Bobrowsky, P., Marker, B. (eds) Encyclopedia of Engineering Geology. Encyclopedia of Earth Sciences Series. Springer, Cham. https://doi.org/10.1007/978-3-319-12127-7_105-1

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  • DOI: https://doi.org/10.1007/978-3-319-12127-7_105-1

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  • Print ISBN: 978-3-319-12127-7

  • Online ISBN: 978-3-319-12127-7

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