Engineering assessment of the grease-filled annulus of sheathed prestressing strand for use in permanent ground anchorages
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Published:2007
Tony Barley, Devon Mothersille, 2007. "Engineering assessment of the grease-filled annulus of sheathed prestressing strand for use in permanent ground anchorages", Ground Anchorages and Anchored Structures in Service 2007: Proceedings of the two day international conference organised by the Institution of Civil Engineers and held in London on 26 and 27 November 2007, Stuart Littlejohn
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The intent of this paper is to briefly review the processes currently adopted to manufacture greased and sheathed strand. The paper also assesses the success of the greasing operations applied to the free length of strand tendons and reports on tests, carried out to investigate the efficiency of greasing, on samples produced by three different manufacturers.
The test work has revealed an unacceptable variation in product quality. Codes of practice recommend that the annulus between the individual strand and the surrounding sheath should be “completely filled with a corrosion inhibiting compound.” Where specialized equipment and factory controlled conditions were employed, the efficiency of grease infilling ranged from 76% to 100%. Investigation of strand greasing from one particular site indicated a range of 0% to 100. A practical acceptance criterion ≥ 80% is recommended and that all sheathed strand suppliers should provide factual data confirming compliance with this criterion that can also be checked routinely in the field.
Introduction
Observation
Greased and Sheathed Strand – the process
Investigatory Work
Designated nomenclature and result evaluation method
Discussion
Summary and closing remarks
References
