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利用竹叶灰和偏高岭土开发可持续联锁混凝土铺路砖

Development of sustainable interlocking concrete paving blocks using bamboo leaf ash and metakaolin.

作者信息

Busari Ayobami Adebola, Loto Roland Tolulope, Ajayi Samuel, Oluwajana Seun Daniel, Eletu Ajiboye

机构信息

Department of Civil Engineering, Federal University Oye Ekiti, Ekiti State, Nigeria.

Department of Civil Engineering, Kabale University, Kabale Municipality, Kabale, Uganda.

出版信息

Heliyon. 2024 May 24;10(11):e31845. doi: 10.1016/j.heliyon.2024.e31845. eCollection 2024 Jun 15.

Abstract

Eco-friendly interlocking concrete pavement block was developed using the admixture of bamboo leaf ash and metakaolin. This was done to develop an eco-friendly interlocking paving block for sustainable pavement construction. Bamboo leaf ash and metakaolin were added as a supplementary cementitious material. The supplementary cementitious material (bamboo leaf ash and metakaolin) were admixed and added at 0, 5, 10, 15, 20, 25 and 30 % replacement of cement. The workability of the fresh concrete (slump) at the varied percentage additions, and the mechanical properties of the concrete at 7, 14, 28, and 56 days of curing were assessed, including their microstructural characteristics. The outcome of the research showed that increasing the percentage of (bamboo leaf ash + metakaolin) reduces the workability of the concrete. With a 20 % addition of this cementitious material, the developed fresh concrete became unworkable. In addition, replacing up to 10 % of the concrete in the pavement with bamboo leaf ash and metakaolin increased the mechanical strength of the concrete by 28.7 %. At 30 % a percentage increase of 3.6 % was recorded. However, the strength at 5 % was still adequate for pavement construction with a 13.62 % increase in mechanical strength. The compressive strength at 5 % and 10 % addition of the supplementary cementitious material at maturity met the criteria for constructing a semi-rigid pavement, using IRC standards. The microstructural assessment showed that the number of pores in the mature concrete samples decreased at 10 % addition of bamboo leaf ash and metakaolin. The research data provides construction workers, researchers, and highway engineers with vital information regarding the viability of these sustainable materials for pavement improvement.

摘要

利用竹叶灰和偏高岭土的混合物开发了环保型联锁混凝土路面砖。这样做是为了开发一种用于可持续路面建设的环保型联锁铺路砖。添加竹叶灰和偏高岭土作为辅助胶凝材料。辅助胶凝材料(竹叶灰和偏高岭土)以水泥替代量0%、5%、10%、15%、20%、25%和30%进行混合添加。评估了不同添加百分比下新拌混凝土的工作性(坍落度)以及养护7天、14天、28天和56天时混凝土的力学性能,包括其微观结构特征。研究结果表明,增加(竹叶灰 + 偏高岭土)的百分比会降低混凝土的工作性。当添加20%这种胶凝材料时,新拌混凝土变得无法工作。此外,用竹叶灰和偏高岭土替代路面中高达10%的混凝土,可使混凝土的力学强度提高28.7%。在30%时,记录到强度提高了3.6%。然而,5%时的强度对于路面施工仍然足够,力学强度提高了13.62%。根据印度公路大会(IRC)标准,在养护成熟时添加5%和10%辅助胶凝材料的抗压强度符合半刚性路面施工的标准。微观结构评估表明,在添加10%竹叶灰和偏高岭土时,成熟混凝土样品中的孔隙数量减少。研究数据为建筑工人、研究人员和公路工程师提供了有关这些可持续材料用于路面改善可行性的重要信息。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/093a/11152713/f00dc5e70299/gr1.jpg

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