Creep in Concrete Blockwork Piers
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Creep in Concrete Blockwork Piers

The Structural Engineer
Creep in Concrete Blockwork Piers
Date published

N/A

First published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The behaviour of concrete blockwork piers with a 1:1:6 mortar mix, under different sustained loads, at constant temperature and humidity is described. An attempt is made to establish a relationship between creep strain in blockwork and the ratio of applied stress to the strength of blockwork. D. Lenczner

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PDF
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The Institution of Structural Engineers

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Issue 3

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