Influence of palm oil fuel ash on behaviour of green high-performance fine-grained cement mortar

被引:0
作者
Sagr, Salem Giuma Ibrahim [1 ,2 ]
Johari, M. A. Megat [1 ]
Mijarsh, M. J. A. [3 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, Nibong Tebal, Penang, Malaysia
[2] Higher Inst Sci & Technol, Soq Alkamis Msehel, Libya
[3] Al Merghab Univ, Fac Engn, Civil Engn Dept, Al Khums, Libya
来源
ADVANCES IN MATERIALS RESEARCH-AN INTERNATIONAL JOURNAL | 2022年 / 11卷 / 02期
关键词
cement; high-performance cement mortar; mortar; palm oil fuel ash; POFA; sand; FLUID TRANSPORT-PROPERTIES; PORTLAND-CEMENT; HIGH-VOLUME; FLY-ASH; COMPRESSIVE STRENGTH; CHLORIDE PENETRATION; CONCRETE; POFA; CLINKER; SILICA;
D O I
10.12989/amr.2022.11.2.121
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the recent years, the use of agricultural waste in green cement mortar and concrete production has attracted considerable attention because of potential saving in the large areas of landfills and potential enhancement on the performance of mortar. In this research, microparticles of palm oil fuel ash (POFA) obtained from a multistage thermal and mechanical treatment processes of raw POFA originating from palm oil mill was utilized as a pozzolanic material to produce high-performance cement mortar (HPCM). POFA was used as a partial replacement material to ordinary Portland cement (OPC) at replacement levels of 0, 5, 10, 15, 20, 25, 30, 35, 40% by volume. Sand with particle size smaller than 300 mu m was used to enhance the performance of the HPCM. The HPCM mixes were tested for workability, compressive strength, ultrasonic pulse velocity (UPV), porosity and absorption. The results portray that the incorporation of micro POFA in HPCMs led to a slight reduction in the compressive strength. At 40% replacement level, the compressive strength was 87.4 MPa at 28 days which is suitable for many high strength applications. Although adding POFA to the cement mixtures harmed the absorption and porosity, those properties were very low at 3.4% and 11.5% respectively at a 40% POFA replacement ratio and after 28 days of curing. The HPCM mixtures containing POFA exhibited greater increase in strength and UPV as well as greater reduction in absorption and porosity than the control OPC mortar from 7 to 28 days of curing age, as a result of the pozzolanic reaction of POFA. Micro POFA with finely graded sand resulted in a dense and high strength cement mortar due to the pozzolanic reaction and increased packing effect. Therefore, it is demonstrated that the POFA could be used with high replacement ratios as a pozzolanic material to produce HPCM.
引用
收藏
页码:121 / 146
页数:26
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