Influence of Diatomite on the Physico-Mechanical Properties of Compressed Earth Blocks

Togdjim Jonas, Djaldi Tabdi Ngamsou, Mbaïrangone Samson, M. Soultan, A. M. Nanimina, Nandiguim Lamaï, M. Querry
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Abstract

Given the need for decent housing and taking into consideration the environment, as well as the search for sustainable materials, in recent years researchers have begun to focus on local biodegradable and ecological materials. It should be noted that the use of building materials evolves in step with population growth. However, their production must have a clear positive impact on the environment and offer viable solutions for reducing energy consumption during it is application. However, these materials rarely meet the mechanical requirements for using in housing construction. The aim of this study is to investigate the potential use of diatomite in the manufacture of compressed earth bricks. Diatomite is used at between 5% and 50% in two clay soils to determine its physico-mechanical properties. The study focused on shrinkage and mass loss, density, porosity, flexural strength, compressive strength and splitting tensile strength of the composites. The results show that the incorporation of diatomite improves the linear shrinkage of compressed earth blocks and increases their porosities. The dry density of compressed earth block decreased considerably with increasing percentages of diatomite, which also led to a reduction in mechanical strength. This reduction in mechanical strength is linked to the physicochemical characteristics of diatomite. According to a number of relevant standards in the literature, which can be used in building construction set minimum permissible strengths at 2 MPa in simple compression and 0.1 MPa in bending and indirect tension, composites made from two clay soils and diatomite.
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硅藻土对压缩土块物理力学性能的影响
考虑到对体面住房的需求,考虑到环境,以及寻找可持续材料,近年来研究人员开始关注当地的可生物降解和生态材料。应该指出的是,建筑材料的使用随着人口的增长而发展。然而,它们的生产必须对环境产生明显的积极影响,并在应用过程中提供减少能源消耗的可行解决方案。然而,这些材料很少能满足在房屋建筑中使用的机械要求。本研究的目的是探讨硅藻土在生产压缩土砖中的潜在用途。硅藻土在两种粘土中添加5%至50%的硅藻土,以确定其物理力学特性。研究了复合材料的收缩率和质量损失、密度、孔隙率、抗弯强度、抗压强度和劈裂抗拉强度。结果表明:硅藻土的掺入改善了压缩土块的线收缩,提高了土块的孔隙率;随着硅藻土添加量的增加,压缩土块的干密度显著降低,同时也导致其机械强度的降低。这种机械强度的降低与硅藻土的物理化学特性有关。根据文献中许多相关标准,可用于建筑施工的复合材料的最小允许强度为简单压缩2mpa,弯曲和间接拉伸0.1 MPa,由两种粘土和硅藻土制成。
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