Characterization of dry-stack interlocking compressed earth blocks

Earth has been a traditional building material to construct houses in Africa. One of the most common techniques is the use of sun dried or kiln fired adobe bricks with mud mortar. Fired bricks are the main cause for deforestation in countries like Malawi. Although this technique is low-cost, the bricks vary largely in shape, strength and durability. This leads to weak houses which suffer considerable damage during floods and seismic events. One solution is the use of dry-stack masonry with stabilized interlocking compressed earth blocks (ICEB). This technology has the potential of substituting the current bricks by a more sustainable kind of block. This study was made in the context of the HiLoTec project, which focuses on houses in rural areas of developing countries. For this study, Malawi was chosen for a case study. This paper presents the experimental results of tests made with dry-stack ICEBs. Soil samples from Malawi were taken and studied. Since the experimental campaign could not be carried out in Malawi, a homogenization process of Portuguese soil was made to produce ICEBs at the University of Minho, Portugal. Then, the compression and tensile strength of the materials was determined via small cylinder samples. Subsequently, the compression and flexural strength of units were determined. Finally, tests to determine the compressive strength of both prisms and masonry wallets and to determine the initial shear strength of the dry interfaces were carried out. This work provides valuable data for low-cost eco-efficient housingThis work was carried out under the research project HiLoTec - Development of a Sustainable Self-Construction System for Developing Countries. The authors wish to thank Mota-Engil Constructing Group for supporting this project

Empirical studies of flexural strength for dry-stack Interlocking masonry

Tests were carried out to establish the flexural strength of dry-stack masonry under vertical and horizontal bending. Two formats of wallettes were tested. Format 1 made of specimens constructed span normal to bed joints, which were tested under vertical bending and Format 2 specimens constructed span parallel to bed joints were tested under horizontal bending. Two different units strength, 9 and 16 MPa were used. Formats of wallettes tested were selected in such a way that an adequate number of courses and dry stack joints were tested. In each Format series of dry-stack specimens were tested and compared with similar specimens bonded with cement mortar in the bed joints. The paper highlights the typical construction method of the system, experimental procedures and tests results on flexural strength in both orthogonal directions. The test results were used to establish the resistance to bending in both direction and the orthogonal ratio of the system. Keywords: dry-stack masonry units, interlocking mechanism, flexural strength, orthogonal ratio Botswana Journal of Technology Vol. 14(2) 2005: 26-3