Biomass-Derived from Bamboo Leaf Ash: Pozzolanic Reactivity

$12.50

Biomass-Derived from Bamboo Leaf Ash: Pozzolanic Reactivity

M.J.B. Moraes, J.C.B. Moraes, L. Soriano, J. Payá, J.L.P. Melges, M.M. Tashima, J.L. Akasaki

Abstract. Bamboo leaf ash (BLA) was assessed as a pozzolanic material in pastes and mortars. Differently from most of research performed, the BLA studied in this paper was obtained through an auto-combustion process. This material was characterized by means of X-ray fluorescence, laser granulometry and powder X-ray diffraction. Pastes of calcium hydroxide/BLA in proportions of 1:1, 1:2 and 2:1 were assessed through thermogravimetric analysis after 7 days of curing. The compressive strength development of Portland cement mortars containing 20% of BLA cured during 3, 7 and 28 days at room temperature were compared with a control mortar (only Portland cement). The obtained results showed that BLA is an alternative pozzolanic material presenting high reactivity and can be used in the production of blended Portland cement mortars.

Keywords
Sustainable Material, Pozzolanic Reactivity, Bamboo Leaf Ash

Published online , 7 pages
Copyright © 2018 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: M.J.B. Moraes, J.C.B. Moraes, L. Soriano, J. Payá, J.L.P. Melges, M.M. Tashima, J.L. Akasaki, ‘Biomass-Derived from Bamboo Leaf Ash: Pozzolanic Reactivity’, Materials Research Proceedings, Vol. 7, pp 733-739, 2018

DOI: https://dx.doi.org/10.21741/9781945291838-71

The article was published as article 71 of the book Non-Conventional Materials and Technologies

References
[1] Worrell E, Price L, Martin N, Hendriks C, Meida LO. Carbon dioxide emissions from the global cement industry 1, Annu. Rev. Energy Env. 26 (1) (2001) 303–329. https://doi.org/10.1146/annurev.energy.26.1.303
[2] Mo KH, Alengaram UJ, Jumaat MZ, Yap SP, Lee S C. Green concrete partially comprised of farming waste residues: a review. Journal of Cleaner Production 2016, v.117, p. 120 – 138. https://doi.org/10.1016/j.jclepro.2016.01.022
[3] Habert G, Billard C, Rossi P, Chen C, Roussel N. Cement production technology improvement compared to factor 4 objectives. Cement and Concrete Research 2010, v. 40 p. 820–826. https://doi.org/10.1016/j.cemconres.2009.09.031
[4] ASTM C-125-16. Standard Terminology Relating to Concrete and Concrete Aggregates. Current edition approved December 15, 2016. Annual Book of ASTM Standards.5.
[5] Paiva H , Silva A S, Velosa A , Cachim P, Ferreira V M. Microstructure and hardened state properties on pozzolan-containing concrete. Construction and Building Materials 2017, v. 140 p.374–384. https://doi.org/10.1016/j.conbuildmat.2017.02.120
[6] Senhadji y, Escadeillas G, Mouli M, Khelafi H, Benosman. Influence of natural pozzolan, silica fume and limestone fine on strength, acid resistance and microstructure of mortar. Powder Technology 2014, v. 254 p. 314–323. https://doi.org/10.1016/j.powtec.2014.01.046
[7] Gutiérrez R M, Effect of supplementary cementing materials on the concrete corrosion control, Rev. Metal Madrid 2003,Vol. Extr. p. 250–255.
[8] Wild S, Khatib J M, Jones A. Relative Strength, Pozzolanic Activity and Cement Hydration in Superplasticised Metakaolin Concrete. Cement and Concrete Research 1996, vol. 26, No. 10, p. 1537-1544. https://doi.org/10.1016/0008-8846(96)00148-2
[9] El-Diadamony H, Amer A A, Sokkary T M, El-Hoseny S. Hydration and characteristics of metakaolin pozzolanic cement pastes. Housing and Building National Research Center 2016, press article.
[10] Aprianti E, Shafigh P, Bahri S, Farahani JN. Supplementary cementitious materials origin from agricultural wastes – A review. Construction and Building Materials 2015, v. 74 p.176–187. https://doi.org/10.1016/j.conbuildmat.2014.10.010
[11] Sohel, M. S. I.; Alamgir, M.; Akhter, S.; Rahman, M. Carbon storage in a bamboo (Bambusa vulgaris) plantation in thedegraded tropical forests: Implications for policy development. Land Use Policy 2015, v. 49, p.142 – 151. https://doi.org/10.1016/j.landusepol.2015.07.011
[12] Agarwal A, Nanda B, Maity D. Experimental investigation on chemically treated bamboo reinforced concrete beams and columns. Construction and Building Materials 2014, vol. 71 p. 610–617. https://doi.org/10.1016/j.conbuildmat.2014.09.011
[13] Ghavami K. Bamboo as reinforcement in structural concrete elements. Cement & Concrete Composites 2005, vol. 27 p. 637–649. https://doi.org/10.1016/j.cemconcomp.2004.06.002
[14] Akeju T A I, Falade F. Utilization of bamboo as reinforcement in concrete for low-cost housing. Structural Engineering, Mechanics and Computation 2001, vol. 2 p. 1463 -1470.
[15] Roselló J, Soriano L, Santamarina M P, Akasaki J L, Melges J L P, Payá J. Microscopy Characterization of Silica-Rich Agrowastes to be used in Cement Binders: Bamboo and Sugarcane Leaves. Microscopy and Microanalysis 2015, v. 21 p.1314–1326. https://doi.org/10.1017/S1431927615015019
[16] Singh N B, Dasa S S, Singh N P, Dwivedi V N. Hydration of bamboo leaf ash blended Portland cement. Indian J Eng Mater Sci 2007, v.14 p. 69–76.
[17] Dwivedi VN, Singh N P, Das S S, Singh NB. A new pozzolanic material for cement industry: Bamboo leaf ash. Int J Phys Sci 2006, vol.1 pg. 106–111.
[18] Villar-Cociña E, Morales E V, Santos S F, Savastano H Jr, Frías M. Pozzolanic behavior of bamboo leaf ash: Characterization and determination of the kinetic parameters. Cem Concr Comp 2011, vol. 33 p. 68–73. https://doi.org/10.1016/j.cemconcomp.2010.09.003
[19] Frías M, Villar-Cociña E, Valencia-Morales E. Characterization of sugar cane straw waste as pozzolanic material for construction: Calcining temperature and kinetic parameters. Waste Manag 2007, vol. 27 p. 533–538. https://doi.org/10.1016/j.wasman.2006.02.017
[20] Payá J, Monzó J, Borrachero MV, Velázquez S, Bonilla M. Determination of the pozzolanic activity of fluid catalytic cracking residue. Thermogravimetric analysis studies on FC3R–lime pastes. Cem Concr Res 2003, v. 33(7) p. 1085-1091. https://doi.org/10.1016/S0008-8846(03)00014-0