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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Copyright
© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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ASCE Technical Topics:
- Bored piles
- Construction engineering
- Construction management
- Engineering fundamentals
- Engineering materials (by type)
- Equipment and machinery
- Foundations
- Geotechnical engineering
- Material tests
- Materials characterization
- Materials engineering
- Measuring instruments
- Pile foundations
- Pile tests
- Piles
- Polymer
- Rheology
- Synthetic materials
- Tests (by type)
Authors
Affiliations
Lecturer, School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester, M13 9PL, U.K.E-mail: [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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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.