Abstract:
,e present study investigates the compressive strength of cement-stabilized earth block masonry prisms with a number of
masonry units and joint layer mortar combinations. ,e compressive strength of masonry was determined to be performed by
uniaxial tests on 144 masonry prisms. ,e simple relationship has been identified for obtaining the compressive strength of
stabilized earth block masonry from their corresponding block and mortar compressive strength. ,e predicted compressive
strength of masonry prisms using the proposed expression is compared with 14 empirical equations and experimental data of past
research available in the published literature. ,e compressive strength predicted by the expression proposed in the present study
was found to be in good agreement with corresponding experimental data compared with other empirical equations available in
the published literature.
