Physical and Thermal Properties of Raw Earthern Bricks from Ksar Ait Benhaddou

Mahdi Lechheb
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Abstract

Abstract. The deterioration of historical earthen architecture in the Drâa-Tafilalet region of Morocco is becoming a significant concern. These structures are susceptible to various natural and human-induced factors, leading to their deterioration. Our research focuses on the recycling and valorization of debris from the deteriorated walls of Ksar Ait Benhaddou to potentially facilitate restoration. Various techniques were employed to characterize the debris from Ksar Ait Benhaddou, including geotechnical analysis (Atterberg limits, grain size), physicochemical assessment (X-ray diffraction, Infrared spectroscopy, X-ray fluorescence), and microscopic examination (Scanning electron microscopy). Standardized brick specimens were created from debris waste paste mixed with 22% water by mass. Additional specimens were prepared by incorporating stabilizers (portland cement or lime) or natural plant fibers (wheat straw) into the debris, with a water/solid ratio of 22%. The prepared specimens underwent aging for different periods (0 to 4 days). The study investigated the impact of aging duration and three additives on mechanical properties, material thermal conductivity, and hydrate formation. The debris exhibited medium plasticity, consisting of non-swelling clays and sand. The compressive strength of cement-stabilized samples yielded the best results, reaching 1.90 MPa for the DC5 sample. The thermal conductivity of samples stabilized with cement increased, contrasting with lime and straw, which had the opposite effect.
来自 Ksar Ait Benhaddou 的原生土砖的物理和热性能
摘要摩洛哥德拉-塔菲拉莱特地区历史土建筑的老化正在成为一个令人严重关切的问题。这些建筑很容易受到各种自然和人为因素的影响,从而导致老化。我们的研究重点是回收利用 Ksar Ait Benhaddou 老化墙壁上的碎屑并使其价值最大化,以促进修复工作。我们采用了多种技术对艾特-本哈杜沙尔的瓦砾进行表征,包括岩土力学分析(阿特伯极限、粒度)、物理化学评估(X 射线衍射、红外光谱、X 射线荧光)和显微镜检查(扫描电子显微镜)。标准化砖块试样是由碎石废浆与质量分数为 22% 的水混合而成。此外,还通过在碎屑中加入稳定剂(硅酸盐水泥或石灰)或天然植物纤维(小麦秸秆)制备了其他试样,水/固比率为 22%。制备的试样经过了不同时间段(0 至 4 天)的老化。研究调查了老化时间和三种添加剂对机械性能、材料导热性和水合物形成的影响。碎屑表现出中等可塑性,由非膨胀粘土和沙子组成。水泥稳定样品的抗压强度最好,DC5 样品的抗压强度达到 1.90 兆帕。用水泥稳定的样品的导热性增加了,而石灰和稻草的导热性则相反。
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