EVALUATION OF WATER HYACINTH STEM ASH AS POZZOLANIC MATERIAL FOR USE IN BLENDED CEMENT
DOI:
https://doi.org/10.33736/jcest.150.2016Keywords:
Compressive strength, Mortar, Sorptivity, Water absorption, X-ray diffractionAbstract
In this paper, the potential use of water hyacinth stem ash (WHA) in the partial replacement of cement is studied. WHA was used as a replacement for ordinary Portland cement at 10, 15, 20 and 25 wt. %. To evaluate the pozzolanic activity of WHA, the properties investigated were chemical composition, particle size, soundness, setting time, specific gravity, presence of crystalline matter, compressive strength, water absorption and sorption. Mortar cubes were tested for compressive strength up to the age of 56 days, whereas water absorption and sorption tests are carried out at the age of 28 days. Test results reveal that mortar cubes with 10% WHA substitution for Portland cement produced comparative compressive strength values to control mortar. It was also observed that the use of WHA in Portland cement has reduced water absorption characteristics.
References
Mohammed S Imbabi, Collettee C, Sean M. Trends and developments in green cement and concrete technology. International Journal of Sustainable Built Environment 2012; 1:194-216.
https://doi.org/10.1016/j.ijsbe.2013.05.001
Payam Shafigh , Hilmi Bin Mahmud, Mohd Zamin Jumaat, Majid Zargar. Agricultural wastes as aggregate in concrete mixtures - A review, Construction and Building Materials 2014; 53:110-117.
https://doi.org/10.1016/j.conbuildmat.2013.11.074
Sata V, Jaturapitakkul C, Kiattikomol K. Influence of pozzolan from various by-product materials on mechanical properties of high-strength concrete. Construction and Building Materials 2007; 21(7):1589-98.
https://doi.org/10.1016/j.conbuildmat.2005.09.011
B A Alabadan, M A Olutoye, M S Abolarin and M Zakariya , Partial Replacement of Ordinary Portland Cement (OPC) with Bambara Groundnut Shell Ash (BGSA) in Concrete, Leonardo Electronic Journal of Practices and Technologies 2005; 6:43-48.
D Gowsika, S Sarankokila, K Sargunan. Experimental Investigation of Egg Shell Powder as Partial Replacement with Cement in Concrete, International Journal of Engineering Trends and Technology 2014; 14(2):64-68.
https://doi.org/10.14445/22315381/IJETT-V14P214
D A Adesanya. Evaluation of blended cement mortar, concrete and stabilized earth made from ordinary Portland cement and corn cob ash, Construction and Building Materials 1996; 10(6):451-456.
https://doi.org/10.1016/0950-0618(96)00001-3
Ernesto V C , Eduardo V M, Sergio F S, Holmer S Jr., Moisés F. Pozzolanic behavior of bamboo leaf ash: Characterization and determination of the kinetic parameters, Cement and Concrete Composites 2011; 33(1):68-73.
https://doi.org/10.1016/j.cemconcomp.2010.09.003
G C Cordeiro , R D Toledo Filho, L M Tavares, E M R Fairbairn. Pozzolanic activity and filler effect of sugar cane bagasse ash in Portland cement and lime mortars, Cement and Concrete Composites 2008; 30(5):410-418.
https://doi.org/10.1016/j.cemconcomp.2008.01.001
K. Gunasekaran , P.S. Kumar, M. Lakshmipathy. Mechanical and bond properties of coconut shell concrete. Construction and Building Materials 2011; 25(1):92-98.
https://doi.org/10.1016/j.conbuildmat.2010.06.053
T Ozturk, M Bayrakl. The possibilities of using tobacco wastes in producing lightweight concrete, Agricultural Engineering International: the CIGR Ejournal 2005; 5.
Keith Lindsey, Hans-Martin Hirt. Use Water Hyacinth! A Practical Handbook of Uses for Water Hyacinth from Across the World, Anamed International, Schafweide 77, 71364 Winnenden, Germany, 2000.
IS:8112-2013, Ordinary Portland Cement, 43 Grade - Specification, Bureau of Indian standards, New Delhi, India
IS:383-1970, Specification for Coarse and Fine Aggregates from Natural Sources for Concrete, Bureau of Indian standards, New Delhi, India.
IS:1727-1967, Methods of Test for Pozzolanic Materials, Bureau of Indian standards, New Delhi, India.
IS:1350 (Part III)-1969, Methods for Test of Coal and Coke - Determination of Sulphur, Bureau of Indian standards, New Delhi, India.
IS:1355-1984, Methods of Determination of the Chemical Composition of Ash of Coal and Coke, Bureau of Indian standards, New Delhi, India.
J Basett, RC Denney, GH Jerrery, J Mendham. Vogel's text book of quantitative inorganic analysis, Longman Group, England, 1986.
IS:4031(Part-4)-1995, Methods of Physical Tests for Hydraulic Cement - Determination of Consistency of Standard Cement Paste, Bureau of Indian standards, New Delhi, India.
IS:4031(Part-5)-1988, Methods of Physical Tests for Hydraulic Cement - Determination of Initial and Final Setting Times, Bureau of Indian standards, New Delhi, India.
IS:4031(Part-6)-1988, Methods of Physical Tests for Hydraulic Cement - Determination of Compressive Strength of Hydraulic Cement other than Masonry Cement, Bureau of Indian standards, New Delhi, India.
ASTM C 1403-2005. Standard Test Method for Rate of Water Absorption of Masonry Mortars, ASTM International, PA, USA.
Hall, C. Water movement in porous building materials--IV. The initial surface absorption and the sorptivity, Building and Environment 1981, 16(3): 201-207.
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