Seyoum Redeat, Tesfamariam Belay Brehane, Andoshe Dinsefa Mensur, Algahtani Ali, Ahmed Gulam Mohammed Sayeed, Tirth Vineet
Department of Materials Science and Engineering, Adama Science and Technology University, Adama 1888, Ethiopia.
Department of Mechanical Engineering, College of Engineering, King Khalid University, Abha 61413, Asir, Saudi Arabia.
Materials (Basel). 2021 Sep 1;14(17):4991. doi: 10.3390/ma14174991.
In recent years, partial replacement of cement with bagasse ash has been given attention for construction application due to its pozzolanic characteristics. Sugarcane bagasse ash and fine bagasse particles are abundant byproducts of the sugar industries and are disposed of in landfills. Our study presents the effect of burning bagasse at different temperatures (300 °C and 600 °C) on the compressive strength and physical properties of bagasse ash-blended mortars. Experimental results have revealed that bagasse produced more amorphous silica with very low carbon contents when it was burned at 600 °C/2 h. The compressive strength of mortar was improved when 5% bagasse ash replaced ordinary portland cement (OPC) at early curing ages. The addition of 10% bagasse ash cement also increased the compressive strength of mortars at 14 and 28 days of curing. However, none of the bagasse ash-blended portland pozzolana cement (PPC) mortars have shown improvement on compressive strength with the addition of bagasse ash. Characterization of bagasse ash was done using XRD, DTA-TGA, SEM, and atomic absorption spectrometry. Moreover, durability of mortars was checked by measuring water absorption and apparent porosity for bagasse ash-blended mortars.
近年来,由于甘蔗渣灰具有火山灰特性,其在建筑应用中部分替代水泥受到了关注。甘蔗渣灰和细甘蔗渣颗粒是制糖工业丰富的副产品,通常被填埋处理。我们的研究展示了在不同温度(300℃和600℃)下燃烧甘蔗渣对甘蔗渣灰掺合砂浆抗压强度和物理性能的影响。实验结果表明,甘蔗渣在600℃燃烧2小时后产生了更多的无定形二氧化硅且碳含量极低。在早期养护龄期,当5%的甘蔗渣灰替代普通硅酸盐水泥(OPC)时,砂浆的抗压强度得到提高。添加10%甘蔗渣灰的水泥在养护14天和28天时也提高了砂浆的抗压强度。然而,添加甘蔗渣灰后,所有甘蔗渣灰掺合的火山灰质硅酸盐水泥(PPC)砂浆的抗压强度均未得到改善。使用X射线衍射(XRD)、差示扫描量热-热重分析(DTA-TGA)、扫描电子显微镜(SEM)和原子吸收光谱法对甘蔗渣灰进行了表征。此外,通过测量甘蔗渣灰掺合砂浆的吸水率和显气孔率来检测砂浆的耐久性。