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Atterberg limits

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Part of the book series: Encyclopedia of Earth Science ((EESS))

Atterberg Limits are the water contents which define transitions between the solid, plastic, and liquid states of a given soil material. The tests are restricted to cohesive soils with appreciable silt or clay fraction, and cannot be conducted readily on either sands or silts with a high sand fraction. Detailed mineralogical studies of cohesive soils have shown that Atterberg Limits are strongly related to both clay content and clay mineral species, and hence ultimately to the climatic and geologic conditions prevailing in the environment of deposition and during the post-depositional weathering cycle.

The modern test procedures for Atterberg Limits were formalized by engineers in the first half of the 20th century, and are described in most modern soil mechanics texts (Craig, 1997). Although the tests yield simple index numbers of soil behavior at various water contents, an important focus of modern soils engineering research has been to establish correlations between Atterberg...

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Bibliography

  • Craig, R.F., 1997. Soil Mechanics, 6th edn. London: Spon Press.

    Google Scholar 

  • Higgins, J.D., and Modeer, V.A., 1996. Loess. In Turner, A.K., and Schuster, R.L. (eds.), Landslides: Investigation and Mitigation. Washington, DC: National Academy Press, pp. 585–606.

    Google Scholar 

  • Kanji, M.A., 1974. The relationship between drained friction angles and Atterberg limits of natural soils. Géotechnique, 24: 671–674.

    Google Scholar 

  • Kenney, C., 1984. Properties and behaviours of soils relevant to slope stability. In Brunsden, D., and Prior, D.B. (eds.), Slope Instability. New York: J. Wiley & Sons, pp. 27–66.

    Google Scholar 

  • Lambe, T.W., and Whitman, R.V., 1969. Soil Mechanics. New York: J. Wiley & Sons.

    Google Scholar 

  • Lefebvre, G., 1996. Soft sensitive clays. In Turner, A.K., and Schuster, R.L. (eds.), Landslides: Investigation and Mitigation. Washington, DC: National Academy Press, pp. 607–619.

    Google Scholar 

  • Selby, M.J., 1993. Hillslope Materials and Processes, 2nd edn. Oxford: Oxford University Press.

    Google Scholar 

  • Voight, B., 1973. Correlation between Atterberg plasticity limits and residual strength of natural soils. Géotechnique, 23: 265–267.

    Article  Google Scholar 

  • Wroth, C.P., and Wood, D.M., 1979. The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15: 137–145.

    Google Scholar 

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© 1978 Dowden, Hutchinson & Ross, Inc.

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Bovis, M.J. (1978). Atterberg limits. In: Sedimentology. Encyclopedia of Earth Science. Springer, Berlin, Heidelberg . https://doi.org/10.1007/3-540-31079-7_10

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  • DOI: https://doi.org/10.1007/3-540-31079-7_10

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-0-87933-152-8

  • Online ISBN: 978-3-540-31079-2

  • eBook Packages: Springer Book Archive

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