Chapter
May 22, 2014

Interpretation of Viscometer Test Results for Polymer Support Fluids

Publication: Tunneling and Underground Construction

Abstract

Polymer support fluids have been successfully used for the construction of bored piles (drilled shafts) and diaphragm walls for many years and yet, there is currently little guidance on the interpretation of their rheological properties from viscometer test results. In particular, there is confusion about the choice of an appropriate rheological model for this type of fluid. The use of oilfield units by some has also added to the confusion. To promote the use of SI units, this paper summarizes conversion factors that can be used to present viscometer data in a more uniform manner. Simple rheological concepts and instrument-specific equations are also given for those unfamiliar with the issues. Viscometer test results for two polymer fluids are then used to illustrate the application of the power-law model over the shear-rate range achievable with a typical direct-indicating viscometer.

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Go to Tunneling and Underground Construction
Tunneling and Underground Construction
Pages: 439 - 449

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Published online: May 22, 2014

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Lecturer, School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester, M13 9PL, U.K.E-mail: [email protected]
Stephan A. Jefferis [email protected]
Director; Visiting Professor, Environmental Geotechnics Ltd., St Mary's Grove, 4 Adderbury Park, Adderbury, Banbury, OX17 3EN, U.K.; Department of Engineering Science, University of Oxford, Parks Road, Oxford, OX1 3PJ, U.K.E-mail: [email protected]

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