Definition
Dilatancy is the property of soil material that refers to a change in its volume in response to shearing under a certain normal or confining stress.
Context
Soil material in an initially high relative density condition (low initial void ratio, eo) will increase in volume (increase in void ratio) to a condition of constant volume with continued shearing under the same normal stress. Conversely, the same soil material in an initially low relative density condition (high eo) will decrease in volume (decrease in void ratio), ultimately converging to the same constant volume with continued shearing under the same normal stress (Houlsby 1991). The high-density soil response is dilative, whereas the low-density soil response is contractive (Fig. 1); the term dilatancy refers collectively to soil volume change response to shearing. The constant void ratio with continued shearing under a certain normal stress is a steady state condition known as the critical void ratio (Fig. 1). The...
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Houlsby GT (1991) How the dilatancy of soils affects their behaviour. Oxford University, Department of Engineering Sciences, Oxford, UK, Report No. OUEL 1888/91. http://www.eng.ox.ac.uk/civil/publications/reports-1/ouel_1888_91.pdf. Accessed Apr 2016
Jefferies M, Been K (2016) Soil liquefaction – a critical state approach, 2nd edn. CRC Press, Boca Raton
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Keaton, J.R. (2018). Dilatancy. In: Bobrowsky, P.T., Marker, B. (eds) Encyclopedia of Engineering Geology. Encyclopedia of Earth Sciences Series. Springer, Cham. https://doi.org/10.1007/978-3-319-73568-9_91
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DOI: https://doi.org/10.1007/978-3-319-73568-9_91
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Publisher Name: Springer, Cham
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Online ISBN: 978-3-319-73568-9
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