Assessment of sustainable eco-processed pozzolan (EPP) from palm oil industry as a fly ash replacement in geopolymer concrete

被引:9
作者
Ahmat, Ahmat Mahamat [1 ]
Alengaram, U. Johnson [1 ]
Shamsudin, Mohd Fazaulnizam [1 ]
Alnahhal, Ahmed Mahmoud [1 ]
Ibrahim, Muhammad Shazril Idris [2 ]
Ibrahim, Shaliza [3 ]
Rashid, R. S. M. [4 ]
机构
[1] Univ Malaya, Fac Engn, Ctr Innovat Construct Technol CICT, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
[2] Univ Malaya, Fac Engn, Dept Civil Engn, Water Engn & Spatial Environm Governance WESERGE, Kuala Lumpur 50603, Malaysia
[3] Univ Malaya, Inst Ocean & Earth Sci IOES, Kuala Lumpur 50603, Malaysia
[4] Univ Putra Malaysia, Dept Civil Engn, Serdang 43400, Selangor, Malaysia
关键词
Fly ash; Palm oil industrial by-product; Eco-Processed Pozzolan (EPP); Lightweight geopolymer concrete; Microstructure; SPENT BLEACHING EARTH; BLAST-FURNACE SLAG; LIGHTWEIGHT AGGREGATE; COMPRESSIVE STRENGTH; CEMENT REPLACEMENT; PERFORMANCE; CLINKER; WASTE; EMISSIONS;
D O I
10.1016/j.conbuildmat.2023.131424
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research focusses on the feasibility of using eco-processed pozzolan (EPP), a palm oil industrial by-product, as partial replacement for fly ash (FA) in the geopolymer concrete (GPC); in addition, the effect of another palm oil industrial by-product, palm oil clinker (POC) as the lightweight coarse aggregate in the EPP-based GPC was also investigated. The ratios of alkaline activator to binder and sodium silicate to sodium hydroxide were kept constant, and the specimens were cured at 60 degrees C for 24 h. The mechanical properties, namely compressive, splitting tensile and flexural strengths, and modulus of elasticity (MOE) were investigated; further, microstructural analyses such as SEM, XRD and EDX were conducted. The test results show that the utilisation of 10-30% of EPP as FA replacement produced the compressive strengths in the range of 28-39 MPa. The splitting tensile strength of both the lightweight (LW) and normal weight (NW) GPC, except for M6 containing 30% of EPP substitution, fulfilled the minimum requirement of 2.0 MPa. In addition, the flexural strength of GPC produced about 12% of the respective compressive strength. The lower MOE of LW GPC compared to the NW GPC is attributed to the lower stiffness and specific gravity of POC aggregates. The XRD analysis shows the evidence of geopolymerization products of quartz, sillimanite, magnetite, and almandine.
引用
收藏
页数:13
相关论文
共 57 条
  • [41] Rahman Raihana Farahiyah Abd, 2020, Journal of Environmental Treatment Techniques, V8, P967
  • [42] Compressive strength and microstructural analysis of fly ash/palm oil fuel ash based geopolymer mortar
    Ranjbar, Navid
    Mehrali, Mehdi
    Behnia, Arash
    Alengaram, U. Johnson
    Jumaat, Mohd Zamin
    [J]. MATERIALS & DESIGN, 2014, 59 : 532 - 539
  • [43] Rokiah O., 2015, APSEC
  • [44] Rosas C., 2014, INT J HOUS SCI APPL, V4, P221
  • [45] Salam M. A., 2013, Physical Review and Research International, V3, P674
  • [46] Effective utilisation of ultrafine slag to improve mechanical and durability properties of recycled aggregates geopolymer concrete
    Saloni
    Parveen
    Lim, Yee Yan
    Pham, Thong M.
    [J]. CLEANER ENGINEERING AND TECHNOLOGY, 2021, 5
  • [47] Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry
    Scrivener, Karen L.
    John, Vanderley M.
    Gartner, Ellis M.
    [J]. CEMENT AND CONCRETE RESEARCH, 2018, 114 : 2 - 26
  • [48] Structural lightweight aggregate concrete using two types of waste from the palm oil industry as aggregate
    Shafigh, Payam
    Bin Mahmud, Hilmi
    Bin Jumaat, Mohd Zamin
    Ahmmad, Rasel
    Bahri, Syamsul
    [J]. JOURNAL OF CLEANER PRODUCTION, 2014, 80 : 187 - 196
  • [49] Influence of source materials and the role of oxide composition on the performance of ternary blended sustainable geopolymer mortar
    Sharmin, Afia
    Alengaram, U. Johnson
    Jumaat, Mohd Zamin
    Yusuf, Moruf Olalekan
    Kabir, S. M. Alamgir
    Bashar, Iftekhair Ibnul
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 144 : 608 - 623
  • [50] Reviewing the behaviour of high volume fly ash based self compacting concrete
    Singh, Navdeep
    Kumar, Pawan
    Goyal, Paresh
    [J]. JOURNAL OF BUILDING ENGINEERING, 2019, 26