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Mechanisms for the disaggregation of soil cuttings in slurries

Stallebrass, S. E., Phillips, N.S., Goodey, R.J. and Jefferis, S.A. (2015). Mechanisms for the disaggregation of soil cuttings in slurries. Paper presented at the Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering.


A series of tests has been undertaken on a variety of different soils to understand how soil cuttings disaggregate when pumped from the tunnel face to the separation plant during slurry tunnelling for pipe jacked tunnels. It is important to understand this process to ensure that the separation plant can be optimised to remove the maximum amount of soil from the slurry prior to the reuse of the liquid. In pipe-jacking operations this liquid is normally water, which is recirculated after the soil has been re-moved to minimise and if possible eliminate the production of liquid waste. The paper will present results from a series of “mixing tests”, devised by the authors to investigate disaggregation, and also from standard laboratory tests undertaken to establish basic soil properties such as soil strength. The “mixing tests” simulate the softening of the cuttings due to the presence of water and the shear forces applied to the slurry by the pumps and have al-ready allowed the effect of these factors to be quantified. This series of tests will demonstrate how the mechanism of disaggregation varies with strength resulting in different proportions of disaggregated soil particles in slurries subjected to the same mixing time and shear forces.

Publication Type: Conference or Workshop Item (Paper)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Departments: School of Mathematics, Computer Science & Engineering > Engineering
Date available in CRO: 06 Apr 2016 13:22
Date deposited: 26 July 2017
Date of first online publication: 11 September 2015
Text - Accepted Version
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