Climate Change Data Portal
DOI | 10.1016/j.sandf.2019.07.008 |
Application of alkali-activated palm oil fuel ash reinforced with glass fibers in soil stabilization | |
Abdeldjouad L.; Asadi A.; Ball R.J.; Nahazanan H.; Huat B.B.K. | |
发表日期 | 2019 |
ISSN | 380806 |
起始页码 | 1552 |
结束页码 | 1561 |
卷号 | 59期号:5 |
英文摘要 | The feasibility of using palm oil fuel ash (POFA) as a precursor for alkali activation reactions, in combination with glass fibers as a discrete reinforcement, has been investigated. The experimental work was focused on the shear strength (using unconfined compression tests) and the tensile strength (using indirect tensile tests and flexural tests). According to the results, it was found that the peak stress increased and the post-peak behavior was modified from a brittle to a more ductile response depending on the amount of fiber reinforcement in the alkali-activated mixtures. An analysis of the microstructures revealed that the most significant factor contributing to the enhanced behavior of the reinforced mixtures was the interaction between the geo-polymeric matrix and the fiber surface. The present work brings new insights to the soil stabilization industry by providing an effective method for enhancing the properties of soil treated by the alkali activation of POFA (a low-value agro-waste by-product) through the inclusion of glass fibers. This brings advantages over the traditional calcium-based binders (i.e., lime and cement) as their production involves the emission of carbon dioxide, one of the factors significantly contributing to global warming. |
英文关键词 | Alkaline activation; Geopolymerisation; Glass fibers; Ground improvement |
scopus关键词 | Binders; Carbon dioxide; Chemical activation; Compression testing; Glass fibers; Glass industry; Global warming; Lime; Mixtures; Palm oil; Reinforced plastics; Reinforcement; Soil mechanics; Soil testing; Soils; Tensile strength; Tensile testing; Alkaline activation; Geopolymerisation; Ground improvement; Indirect tensile test; Post-peak behaviors; Reinforced mixtures; Soil stabilization; Unconfined compression tests; Stabilization |
来源期刊 | Soils and Foundations
![]() |
文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/176333 |
作者单位 | Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Selangor, Malaysia; EVRNZA Laboratory, University of Ouargla, Ouargla, Algeria; International College of Auckland, Auckland, New Zealand; BRE Centre for Innovative Construction Materials, Department of Architecture and Civil Engineering, University of Bath, Bath, United Kingdom |
推荐引用方式 GB/T 7714 | Abdeldjouad L.,Asadi A.,Ball R.J.,et al. Application of alkali-activated palm oil fuel ash reinforced with glass fibers in soil stabilization[J],2019,59(5). |
APA | Abdeldjouad L.,Asadi A.,Ball R.J.,Nahazanan H.,&Huat B.B.K..(2019).Application of alkali-activated palm oil fuel ash reinforced with glass fibers in soil stabilization.Soils and Foundations,59(5). |
MLA | Abdeldjouad L.,et al."Application of alkali-activated palm oil fuel ash reinforced with glass fibers in soil stabilization".Soils and Foundations 59.5(2019). |
条目包含的文件 | 条目无相关文件。 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。