Abstract
This study presents an experimental investigation of the mechanical behaviour of an earthen masonry system composed of cement-free stabilised compressed earth blocks (CEBs) and earthen mortar. The test program included compressive strength tests on individual masonry components, shear bond tests under varying pre-compression levels, and compressive strength tests on wall elements with horizontal and inclined bed joints.
The results show that strength of a CEB does not allow for a prediction of the masonry strength. The strength test of a single CEB leads to an overestimation and interactions between units and mortar influence structural response. The initial shear strength value deducted from shear bond tests shows considerable variation depending on the precompression levels considered for evaluation, limiting the suitability for deriving design parameters. In contrast, wall tests with inclined bed joints provide a more consistent representation of the combined normal–shear stress state and allowed reliable assessment of strength and failure mechanisms.
A pronounced reduction in compressive strength was observed with increasing bed joint inclination, followed by a plateau up to the internal friction angle and a subsequent drop to very low strength levels corresponding to sliding failure. This behaviour is comparable to that observed in conventional masonry with fired bricks. The findings indicate that established design approaches, such as SIA 266, may be applicable to earthen masonry, provided material-specific aspects are considered. Further investigations on additional diverse earthen raw materials are required to generalise the results.