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评估以芝麻壳作为部分水泥和沙子替代品的水泥砂浆的力学性能和耐久性。

Evaluating the mechanical performance and durability of cement mortars incorporating sesame shells as partial cement and sand replacement.

作者信息

Al-Luhybi Ashtar S, Ali Taghreed Khaleefa Mohammed, Qader Diyar N, Ali Mujahid, Maureira-Carsalade Nelson, Parra Pablo Fernando, Avudaiappan Siva

机构信息

Department of Civil Engineering, College of Engineering, University of Mosul, Mosul, Iraq.

Department of Architecture Engineering, Faculty of Engineering, Koya University, Danielle Mitterrand Boulevard, Koya KOY45, Kurdistan Region, Iraq.

出版信息

Sci Rep. 2025 Jul 1;15(1):21875. doi: 10.1038/s41598-025-07753-5.

Abstract

This study examines the mechanical and durability behaviors of cement mortar containing sesame shells (SS) as partial substitutes of cement and sand with regard to sustainable construction using an agricultural by-product. Three types of SS-raw powder, vinegar-treated powder and vinegar-thermal-treated powder (250 °C)-were used as the fine aggregate replacements at 1%, 2%, and 3% by weight. Mechanical performances (compressive strength, dry density) and durability (UPV, water absorption, water porosity, workability) of the composites were investigated in a systematic manner. Results show that substituting sand with SS causes a significant decrease in the compressive strength (up to 54% at 3%of replacement) and the increase in porosity and water absorption that compromised the durability. On the contrary, the use of SS, particularly the treated one, caused strength decrease (up to 42.3%) with improved durability properties specifically lower porosity (8.84%) and lower water absorption (1.7%). UPV of all mixes were above 4.2 km/s representing good internal consistency. Error bars were included in all test figures with replicate specimens to properly demonstrate the variation and to reinforce the reliability of the data. The findings suggest that the optimal use of SS is as a 3% cement replacement in treated form, offering an environmentally friendly alternative with acceptable mechanical performance and significantly improved durability.

摘要

本研究探讨了在可持续建筑中使用农业副产品芝麻壳(SS)作为水泥和沙子的部分替代品时,水泥砂浆的力学性能和耐久性。使用了三种类型的SS——生粉末、经醋处理的粉末和经醋热处理的粉末(250°C)——以1%、2%和3%的重量替代细集料。系统地研究了复合材料的力学性能(抗压强度、干密度)和耐久性(超声波脉冲速度、吸水率、孔隙率、工作性)。结果表明,用SS替代沙子会导致抗压强度显著降低(在3%替代率时高达54%),孔隙率和吸水率增加,从而损害耐久性。相反,使用SS,特别是经过处理的SS,会导致强度降低(高达42.3%),但耐久性得到改善,特别是孔隙率更低(8.84%)和吸水率更低(1.7%)。所有混合料的超声波脉冲速度均高于4.2 km/s,表明内部一致性良好。所有测试数据图中均包含误差线以及重复试样,以正确展示变化情况并增强数据的可靠性。研究结果表明,SS的最佳使用方式是以3%的比例替代经处理的水泥,这提供了一种具有可接受力学性能且耐久性显著提高的环保替代品。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aba5/12215421/7576756dd150/41598_2025_7753_Fig1_HTML.jpg

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