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RE: Lateral Pressure

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The safest criteria is probably to check with your attorney  :<O

Bill Cain, S.E.
Oakland, CA

-----Original Message-----
From:	Horning, Dick/CVO [SMTP:dhorning(--nospam--at)]
Sent:	Tuesday, October 27, 1998 14:32 PM
To:	'seaint(--nospam--at)'
Subject:	RE: Lateral Pressure

Back in the "good old days", PCA put out a pamphlet ST-3 "Pressure of
Concrete on Formwork"  showing relationship to concrete temperature and rate
of filling (feet per hour).  Of course, this is not applicable to fly ash or
superplasticized mixes.  Has anyone seen any modern criteria?

	-----Original Message-----
	From:	Jim Kestner [SMTP:jkestner(--nospam--at)]
	Sent:	Tuesday, October 27, 1998 2:26 PM
	To:	Structural Engineers Association International
	Subject:	Lateral Pressure

	Does anyone have any information on the lateral pressure produced by
	concrete?  I assume it must vary depending on how wet it is (ie a
	would produce a larger lateral force than a stiff mix).

	Jim Kestner, P.E.
	Green Bay, Wi.