Simulated Field Testing of High Performance Grouts for Post-Tensioning

dc.contributor.author	A. J. Schokker
dc.contributor.author	John E. Breen
dc.contributor.author	M. E. Kreger
dc.date.accessioned	2017-05-08T21:25:00Z
dc.date.available	2017-05-08T21:25:00Z
dc.date.copyright	March 2002
dc.date.issued	2002
dc.identifier.other	%28asce%291084-0702%282002%297%3A2%28127%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50614
dc.description.abstract	A series of fresh property tests and accelerated corrosion tests were used to develop grouts that combine favorable grouting properties with good corrosion protection. The grouts were then pumped into a clear duct with multiple drapes to observe their behavior under simulated field conditions. Two high performance grouts for post-tensioning applications are recommended from this testing. For horizontal applications, a low water-cement ratio grout with fly ash (Class C) is recommended. For vertical applications (such as tall bridge piers), a low water-cement ratio grout containing antibleed admixture is recommended.
dc.publisher	American Society of Civil Engineers
dc.title	Simulated Field Testing of High Performance Grouts for Post-Tensioning
dc.type	Journal Paper
dc.journal.volume	7
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2002)7:2(127)
dc.tree	Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 002
dc.contenttype	Fulltext