生物基砖的物理力学性能

Valentin Makomra, Lionel Karga Tapsia, B. Ndiwe, M. D. Kaoutoing, N. Konai, A. Njom, Tawe Laynde, Danwe Raidandi
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引用次数: 2

摘要

这项工作的目的是提高泥砖的高性能。后者用稻草作为稳定剂增强,导致物理力学性能的改善。从而确定了粘土的天然含水量、密度、阿特伯格极限、塑性极限(Wp)和塑性指数(Ip)等物理特性。分别为8.39%、2025.73 Kg/m 3、47.66%、29.75%和17.91%。所使用的粘土是一种低塑性有机淤泥。在常规处理方案下,最适水分含量为12.42%,最适干密度为1.28 Kg/ m3。秸秆的实际密度为464 Kg/ m3, 5 min吸收率达到206%,浸泡480 min吸收率稳定在385%。最大抗弯强度为1.52 MPa,最大抗压强度为0.164 MPa。得到的泥砖吸附系数在0%秸秆时为4.875,3%秸秆时为20.573%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Physico-Mechanical Properties of Bio-Based Bricks
The aim of this work is to improve the high performance of mud bricks. The latter was reinforced with rice straws as stabiliser leading to an improvement of the physico-mechanical properties. Thus, the physical characteristics of the clay such as natural water content, density, atterberg limit, plasticity limit (Wp) and plasticity index (Ip) were determined. Their values are respectively 8.39%, 2025.73 Kg/m 3 , 47.66%, 29.75% and 17.91%. The clay used is a low plastic organic silt. The normal proctocol provided an optimum dry density ( ɣ OP) of 1.28 Kg/m 3 at an optimum moisture content of 12.42%. The actual density of the straw is 464 Kg/m 3 , its absorption rate reached 206% in 5 mins and stabilised at 385% at 480 mins of immersion. The maximum bending and compression strengths are respectively 1.52 and 0.164 MPa. The mud brick absorption coefficients obtained are between 4.875 at 0% straw and 20.573% at 3% straw.
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