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RE: Partial cement replacement

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Check out Swamy, R. N. and Bouikni, A. "SOME ENGINEERING PROPERTIES OF SLAG
CONCRETE AS INFLUENCED BY MIX PROPORTIONING AND CURING" ACI Materials
Journal, May-Jun 1990, Vol. 87, No. 3, pp 210-220. 

Harold Sprague, P.E.
The Neenan Company
harold.sprague(--nospam--at)neenan.com

	-----Original Message-----
	From:	Kho Poh Teck [SMTP:ptkho(--nospam--at)pc.jaring.my]
	Sent:	Tuesday, October 13, 1998 3:02 AM
	To:	seaint(--nospam--at)seaint.org
	Subject:	Partial cement replacement

	Is anyone familar with concrete mixes with GGBFS (Slag)? What would
be the
	best proportion of cement to slag with a max w/c ratio of 0.4 and a
slump
	of 125mm? Can anyone be kind enough to let me know for Grade 50 or
Grade
	40. The concrete is intended for massive pilecaps.

	KHO