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Re: lateral pressure on formwork

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A good source for any formwork design is SP-4 "Formwork For Concrete" by ACI

Randy Russ, P.E.
Russ Engineering Group, Inc.
Baton Rouge, La.
rruss(--nospam--at)eatel.net
-----Original Message-----
From: Gu Jianzhong <jz_gu(--nospam--at)263.net>
To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Date: Monday, May 22, 2000 12:48 AM
Subject: lateral pressure on formwork


>
>
>After fresh concrete is poured into wall of formwork, it becomes hard with
increasing of degree of hydration and the lateral pressure on formwork will
decrease. Does the lateral pressure will disappear completely after a long
period(if shrinkage is not considered)? How much will the ultimate pressure
be? Would somebody please recommend some references for that?
>
>
>
>Best regards!
>
>
>
>Gu Jianzhong
>
>Graduate student of civil engineering Dept.
>
>Shanghai Jiaotong University
>
>200240,Shanghai,P.R.China
>
>Email:jzgu(--nospam--at)263.net
>
>
>
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