Toward high-performance green building: Influence of geopolymer and straw fiber on mechanical and thermal performance

Mohamed Char, Amine Tilioua
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Abstract

Raw earth bricks were stabilized with a kaolin-based geopolymer binder activated by an alkaline solution, then reinforced with straw fibers to improve their mechanical and thermal performance. Formulations were prepared with a geopolymer content ranging from 0 % to 6 % by weight. The optimum 6 % formulation was combined with straw fiber contents ranging from 0 % to 1.5 % by weight. Samples were characterized for density, thermal conductivity, thermal diffusivity, mass heat capacity, volumetric heat capacity, thermal effusivity, compressive strength, and tensile strength. Incorporating the geopolymer significantly improved mechanical properties, with increased compressive strength from 0.892 MPa to 3.076 MPa and tensile strength from 0.114 MPa to 0.624 MPa. In parallel, a slight increase in thermal conductivity was observed, reaching 0.629 W/m.K for sample G6. Adding straw fibers to formulations containing 6 % geopolymer enabled a progressive reduction in thermal conductivity, reaching a minimum value of 0.316 W/m.K for 1.5 % fibers (G6F6). The volumetric heat capacity increased significantly to 3.0013 × 10⁶ J/m³ .K. At the same time, the thermal effusivity reached 973.12 W.s ¹ ᐟ²/m².K. Mechanically, tensile strength continued to grow with the addition of fiber, reaching 0.923 MPa. In contrast, compressive strength peaked at 5.217 MPa at 0.75 % fiber (G6F3) before decreasing at higher contents. These results show that an optimum compromise between thermal and mechanical performance is obtained for a straw fiber content of 0.75 % and 1 % by weight.
迈向高性能绿色建筑:地聚合物和秸秆纤维对机械和热工性能的影响
用碱性溶液活化高岭土基地聚合物粘结剂稳定原土砖,然后用秸秆纤维增强原土砖,以提高其机械和热性能。配方中地聚合物的重量含量为0 % ~ 6 %。最佳配方为6 %,秸秆纤维含量为0 % ~ 1.5 %(重量比)。对样品进行了密度、导热系数、热扩散系数、质量热容量、体积热容量、热渗透系数、抗压强度和抗拉强度表征。加入地聚合物显著改善了材料的力学性能,抗压强度从0.892 MPa提高到3.076 MPa,抗拉强度从0.114 MPa提高到0.624 MPa。同时,热导率略有增加,达到0.629 W/m。K为样本G6。将秸秆纤维添加到含有6 %地聚合物的配方中,可以逐步降低导热系数,达到最小值0.316 W/m。K为1.5 %纤维(G6F6)。体积热容显著增加至3.0013 × 10⁶J/m³ . k。同时,热渗出率达到973.12 W.s ¹ ²/m².K。机械上,随着纤维的加入,拉伸强度继续增大,达到0.923 MPa。当纤维含量为0.75 % (G6F3)时,抗压强度达到峰值5.217 MPa,随着纤维含量的增加,抗压强度逐渐降低。这些结果表明,当秸秆纤维含量为0.75 %和1 %时,获得了热性能和力学性能之间的最佳折衷。
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