-
The Effects Of Sugar Cane Bagasse Ash As Suplementary Cementitious Material In Production Of Concrete
-
-
-
REFERENCES
Abebe Dinku, The need for standardization of aggregates for concrete production in Ethiopian construction industry, Addis Ababa University department of civil engineering, may 2005.
ACI Committee 232, “Use of Fly Ash in Concrete,†ACI Document 232.2R, Farmington Hills, MI, 1996.
Abdolkarim Abbasi and Amin Zargar,†Using Baggase Ash in Concrete as Pozzolanâ€, Middle-East Journalof Scientific Research 13 (6):2013 pp716-719.ce
Aderinola, O.S., Olofinsae, T.O., & Owolabi, T.A., (April, 2012). Investigating the suitability of pervious concrete in improving environmental qualities. Sci Afric Journal of Scientific Issues, Research and Essays Vol. 2 (4).
Ajay Goyal and Anwar A.M., Hattori Kunio, Ogata Hidehiko, Properties of Sugarcane bagasse ash and its potential as cement-pozzolana binder, Ain Shams University, December 2007.
Anum .I, Williams F N, Adole A M and Haruna A C 2014 Properties of different grades of concrete using mix design method, Int. J. of Geology, Agriculture and Environmental Sciences 2 6–10
ASTM, concrete and mineral aggregates (including manual of concrete testing), part 10, Easton, Md., USA, 1972 .
Barroso J, Barreras F, Amaveda H and Lozano A 2003 On the optimization of boiler efficiency using bagasse as fuel, Fuel 82 1451-63.
BS 12 (1991): “Specification for Portland Cement.†British Standard Institute, London.
Duggal S.K (2008): Building materials, (Third Rev. ed.): New Age Internationals (P) Limited.
Ganesan, K., Rajagopal, K., & Thangavel, K., “Evaluation of bagasse ash as supplementary cementatious materialâ€, cement and concrete composites,(2007) 29, 515-524.
Ghazali M. J., Azhari C. H., Abdullah S. & Omar M. Z., Proceeding of world congress on engineering, London, Characterization of Natural Fibers (Sugarcane Bagasse) in Cement Composites, 2008
Otuoze, H. S. Y. D. Amartey, b. H. Sada, h. A. Ahmed, m. I. Sanni and m. A. Suleiman,†Characterization of sugar cane bagasse ashand ordinary portland cement blends in concrete†procs 4th West Africa Built Environment Research (WABER) conference, 2012,pp24-26.
Idagu, F.O., Ugama T.I., and Ogarekpe, N.M. (2016)
Jayminkumar A P and Raijiwala D B 2015 Experimental studies on strength of RC concrete by partially replacing cement with sugar cane bagasse ash, Int. J. of Innovative Research in Science, Engineering and Technology 4 2228–2232
Meeravali, K.V., Bolaji, G.D., Santhosh T.K., “Partial Replacement of Cement in Concrete with Sugar Cane Bagasse Ash-Behaviour in Hcl Solutionâ€, International Journal of Advance Research In Science and Engineering, Vol. No.3, Issue No.7, July 2014.
Kamran, M., Nemati (2015). Admixtures in Concrete. Retrieved from https://courses.washington.edu on 15th March, 2018.
Kawade U R, Rathi V R., and Vaishali D G 2013 Effect of sugarcane bagasse ash on strength properties of concrete, Int. J. of Innovative Resarch. in Science, Engineering and Technology 2 159–164.
Lavanya M.R.., Sugumaran.B, Pradeep.T, “An Experimental study on the compressive strength of concrete by partial replacement ofcement with sugarcane bagasse ashâ€, ISSN: 2278-7461, ISBN: 2319-6491 Volume 1, Issue 11 ,2012, PP01-04.
Malyadri T., and Supriya J 2015 Experimental study on bagasse ash in concrete by partially replacement with cement, Int. J. of Comput. Engineering in Research Tre. 2 995–1001
Momen, Marwan M., (2015) Cement Manufacturing. Retrieved from www.researchgate.net on 15th March, 2018. Page 7.
Mehta, P.K.,(1987). â€Natural pozzolans: Supplementary cementing material in concrete.†CANMET special Publication. 86: 1-33.
Nuntachai Chusilp, Napongsatorn Likhitsripaiboon and Chai Jaturapitakkul, Development of bagasse ash as a pozzolanic material in concrete, As. J. Energy Env., 10(03), 149-159, 2009.
Nuntachai Chusilp, Chai Jaturapitakkul, Kraiwood†Utilization of bagasse ash as a pozzolanic material in concrete†Constructionand Building Materials 23 (2009) 3352–3358.
Nurdeen Altwair, and Shahid Kabir (2010) “Green Concrete Structures By Replacing Cement With Pozzolanic Materials To Reduce Greenhouse Gas Emission For Sustainable Environment.â€
Osinubi K J., and Alhassan M., 2007 Bagasse ash modification of Shika laterite, Nigerian Journal of Engineering 14 96-74104
Osinubi, K. J., and Stephen, T. A., (2007): “Influence of Compactive Efforts on Bagasse Ash Treated Black Cotton Soil†Nigerian Journal of Soil and Environmental Research, 7: pp 92-101.
Paul, D.T., Micheal L.L., and David J.A (2004). Pervious Concrete Pavements, EB302.02, Portland Cement Association, Skokie, Illinois, and50 National Ready Mixed Concrete Association, Silver Spring, Maryland, USA, 2004.
Patcharin Worathanakul, Wisaroot Payubnop, and Akhapon Muangpet, Characterization for Post-treatment Effect of Bagasse Ash for Silica Extraction, World Academy of Science, Engineering and Technology, 2009.
Peter Hewlett, Lea's Chemistry of Cement and Concrete, Elsevier Science & Technology Books, January 2004, pp.1-5.
Shetty M.S., Concrete Technology Theory and Practice, Chand S. and Company LTD, College of Military Engineering (CME), Pune Ministry of Defense, 2005, pp.2-5, 35-36
Sidney Mindess, Francis Young J., David Darwin, concrete, 2nd edition, Prentice-Hall INC, 2003, pp.47, 96, 121 and 222.
Kawade, U.R. Rathi, V.R., Vaishali and Girge, D., “Effect of use of Bagasse Ash on Strength of Concreteâ€, ISSN: 2319-8753 Vol. 2, Issue 7, 4.
-
-
-
ABSRACT - [ Total Page(s): 1 ]ABSTRACTSugarcane Bagasse is the fibrous residue leftover when sugarcane is squeezed for its juice. Bagasse ash is obtained by subjecting Bagasse to calcinations using furnace. This work is aimed tat using Bagasse Ash as a replacement in the production of concrete.The bagasse was collected from dumped in a market in Kano and thereafter sun-drie to eliminate any trace of moisture. It was then taken to the blast furnace for calcinations(controlled burning) at a temperature of 1250OC for 25minutes. ... Continue reading---
LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLETable 2.1 Typical composition of ordinary Portland cement Table 2.2 Chemical Requirement for pozzolan Table 3.2 Mix proportion for the concrete work Table 4.1 Physical properties of cement and Bagasse ash Table 4.2 Chemical composition of cement and SBA Table 4.3 Grain Size distribution for bagasse ash and OPC Cement Table 4.4 Sieve analysis results for fine aggregate Table 4.5 Sieve analysis results for coarse aggregate Table 4.6 Concrete Slum ... Continue reading---
LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGUREFigure 3.1 Diagram of sugarcane Bagasse ash Figure 4.1 Graph for gradation of Bagasse ash and cement Figure 4.2 Graph for sieve analysis of fine aggregate Figure 4.3 Graph for sieve analysis of coarse aggregate Figure 4.4 Concrete Slump Test Figure 4.4.1 Average Compressive Strength ... Continue reading---
TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTTitled page Certification Dedication Acknowledgment Abstract Table of content List of Table List of Figure CHAPTER ONE: PREAMBLE 1.1 Preamble 1.2 Statement of problem 1.3 Aims and Objective 1.4 Justification 1.5 Scope of the study CHAPTER TWO: LITERATURE REVIEW2.1 Concrete 2.2 Properties of Concrete 2.2.1 Fresh properties 2.2.2 Hardened prope ... Continue reading---
CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONEINTRODUCTION1.1 Preamble Concrete is the most commonly used construction material in the world. It is basically composed of two components: paste and aggregates. The paste which acts as binder contains cement, water and occasionally admixtures; the aggregate contains sand and gravel or crushed stone (Naik and Moriconi, 2003). The aggregate are relatively inert filler materials which occupy 70% to 80% of concrete and can therefore be expected to have influence on its prope ... Continue reading---
CHAPTER TWO - [ Total Page(s): 6 ]The most common classification of Portland cement is that of ASTM. It classifies Portland cement mainly into five groups (non-air entrained) differing only on the relative amount of the compounds and the degree of fineness. • ASTM type I cement is a general purpose Portland cement used when there is no special property required by the concrete. • ASTM type II cement is Moderate Portland cement. It is also a general-purpose cement to be used when moderate sulphate resistan ... Continue reading---
CHAPTER THREE - [ Total Page(s): 6 ]The ash was then taken to the Engineering Development Institute in Akure for the chemical analysis using EDX3600 X-ray fluorescence spectrometer technology to conduct fast and accurate analysis of the bagasse ash composition and other related tests. 3.2.3 Test on Baggash and cement3.2.3.1 Fineness test Finess simply implies how fine the particle of cement is to touch. It can be determined by Blair air method, Wagner turbid meter and dry sieve method. Fineness of the bagasse as ... Continue reading---
CHAPTER FOUR - [ Total Page(s): 7 ]Table 4.2.3 Sieve analysis results for coarse aggregate4.2.2 Results For Sieve Analysis Of Coarse AggregateThe Fine Modulus for Coarse Aggregate is 7.07 which falls within the range (6.5 to 8.00) as specified by ASTM C 33. Hence the soil is classified as Coarse Aggregate. ... Continue reading---
CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0 CONCLUSION AND RECOMMENDATION 5.1 CONCLUSIONThe effects of sugar cane bagasse ash as supplementary cementations material in production of concrete was studied and after the research work was carried out, the following conclusions1. The chemical composition test reveals that the bagasse ash can be classified as pozzolana.2. The workability of concrete containing bagasse ash decreases slightly as the bagasse ash content increases w ... Continue reading---
-
ABSRACT - [ Total Page(s): 1 ]ABSTRACTSugarcane Bagasse is the fibrous residue leftover when sugarcane is squeezed for its juice. Bagasse ash is obtained by subjecting Bagasse to calcinations using furnace. This work is aimed tat using Bagasse Ash as a replacement in the production of concrete.The bagasse was collected from dumped in a market in Kano and thereafter sun-drie to eliminate any trace of moisture. It was then taken to the blast furnace for calcinations(controlled burning) at a temperature of 1250OC for 25minutes. ... Continue reading---
REFRENCES -- [Total Page(s) 1]
Page 1 of 1
REFRENCES -- [Total Page(s) 1]
Page 1 of 1