Basically, the results of
compression test carried out by using cubes are higher than that by cylinders.
In compression test, the failure mode is in the form of tensile splitting
induced by uniaxial compression. However, since the concrete samples tend to
expand laterally under compression, the friction developed at the
concrete-machine interface generates forces which apparently increase the
compressive strength of concrete.
However, when the ratio of height to width of
sample increases, the effect of shear on compressive strength becomes smaller.
This explains why the results of compression test by cylinders are lower than
that of cubes. Reference is made to Longman Scientific and Technical (1987).
This question is taken from book
named – A Self Learning Manual – Mastering Different Fields of Civil
Engineering Works (VC-Q-A-Method) by Vincent T. H. CHU.
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