The Structural Engineer > Archive > Volume 52 (1974) > Issues > Issue 3 > Creep in Concrete Blockwork Piers
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Creep in Concrete Blockwork Piers

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