• Investigation On The Characteristics Of Cornstalk Ash Blended Cement

  • CHAPTER THREE -- [Total Page(s) 3]

    Page 3 of 3

    Previous   1 2 3
    • 3.1 Experiment Site
      ï‚§    The experiment was carried out at Lafarge cement both the tests for the physical and chemical analysis. The corn stalk ash was obtained by burning the stalk in an enclosed brick oven of corn stalk and it was burnt at a temperature of 1200°C into ash. Figure 3.3 shows the snapshots of the corn blended ash.


      The method used to produce the studied corn stalk ah blended cement was as follows: the corn stalk ash was mixed with Lafarge Cement, an example of Ordinary Portland Cement (OPC) inside a mixer, and they were mixed as such up to a homogeneous mix obtaining.
      3.2 COMPRESSIVE STRENGTH
           Ordinary cement was replaced with Corn stalk ash (CSA) at 10% and 20% by weight of cement, with concrete cubes without CSA serving as control experiment. The mix ratio to be used is 1:3. Water/Cement ratio is 0.5.
      The specimens was prepared for compressive strength, density and durability (water absorption and abrasion) tests using concrete cube moulds. The specimens were casted and well compacted, with the outside surfaces cleaned. After casting, the specimens were placed in the curing room at temperature of 27 + 20C and relative humidity of not less than 90% for 24 hours.
      Compressive strength and density tests were carried out on each of the specimens after curing periods of 7, 14, 21, and 28days. Mould size  for cube in flexural analysis was 40,40 by 40mm and mould size for compressive strength was 40mm x 40mm x 40mm.
      3.3 CHEMICAL ANALYSIS
      30g of CSA was weighed into the drying dish and dried to a consant weight of 0.01g in the oven, it was allowed to cool in the dessicator. CSA was thoroughly blended with spatula and 0.8g of stearic acid was weighed into sample dish,25.0g of blended CSA was weighed into it and then transferred into gyro-mill grinding dish with proper clamping ensured. The mill was covered and a 90mins timer was set for slurry, after grinding for the set time, the dish was removed from the mill and CSA was gently transferred into a clean paper using the brush.
      1 teaspoon of stearic acid was placed in the pellet cup and CSA was thoroughly blended and about 2teaspoon of CSA was spread in the pellet contaning stearic acid and the pressing program was selected. The cross bar was opened and tool cover removed, the pellet cup was introduced into the recess of the pressing machine cylinder, and the pellet die was introduced to cover the sample with it shinning, the cross bar was closed. After pressing process, the cross displayed was opened and the cross bar along side tool cover and the pressed pellet was ejected. it was then labeled and transferred into X-ray analyzer for analysis.
      3.4 PHYSICAL ANALYSIS
      Expansion
      •    To check for the presence of lime in cement. Cement was mixed with adequate quantity of water and put into a mould and it was left there for 24hours.when it was dry, it was measured and placed in a bath tub at a temperature of 100℃ and left to cool after which the new measurement was taken to check for the difference in expansion.
      Residue
      •    Alpan sieve machine was used to check the grindability of  the blended cement. After sieving, particles was checked for on the sieve and was measured.
      Surface Area
      •    Acmel machine was used to check for the fineness of the blended cement to discover if it is light or heavy in other to have a free flow for ventilation mill to bag it.
      Materials used
          Sand
          Granite
          Cornstalk
          Cement
          Water

  • CHAPTER THREE -- [Total Page(s) 3]

    Page 3 of 3

    Previous   1 2 3
    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT IS COMING SOON ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 3 ]Appendix D: Concrete cubes after 28days curing. ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable 4.1    Chemical Composition of Cornstalk AshTable 4.2    Results for Surface Area, Residue and Expansion Table 4.3    Compressive Strength for Ordinary CementTable 4.4    Compressive Strength of Cornstalk Blended Ash-10Table 4.5         Compressive Strength of Cornstalk Blended Ash-20Table 4.6    Flexural Strength of Ordinary Cement, 10 and 20 Blended CementTable 4.7    Compressive Strength of Ordinary Cement, 10 and 20 Blended Cement ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGURESFigure 2.1:    Properties of CementFigure 3.1:    Corn plantFigure 3.2:    Specimen of CornstalkFigure 3.3:    Cornstalk AshFigure 4.1:    Flexural Strength Graph of Ordinary CementFigure 4.2:    Compressive Strength Graph of Cornstalk Blended Ash ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTTitle pageCertificationDedicationAcknowledgement AbstractTable of ContentsList of TablesList of FiguresCHAPTER ONE: INTRODUCTIONi.    Background to the studyii.    Problem statementiii.    Aim of the studyiv.    Objectives of the studyv.    Justificationvi.    ScopeCHAPTER TWO: LITERATURE REVIEW2.0.Introduction2.1.Corn and Corn Cultivation2.2.Corn and Corn Stalk2.3.Chemical Composition of Corn Stalk2.4.Corn Stalk Ash blended Cement and Construction Industry2.5.B ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]ix.    Aim of the studyThe aim of this study is to investigate the characteristics of corn stalk blended cement as a partial replacement for ordinary portland cement.x.    Objectives of the studyThe main aim of this study is to investigate the characteristics of corn stalk blended cement as a partial replacement for ordinary portland cement while the objectives of the study are:•    To ascertain the characterization of corn stalk ash.•    To determine of the effects of co ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 9 ]Utilization of high-silica corn husk ash (HSCA) as a SCM has the potential to benefit the environment, as well as corn and cement producers. Corn biomass normally left to degrade in the field can now become a commodity. Cellulose-based ethanol production facilities produce the bio-fuel from corn biomass without removing the silica necessary for use as a SCM. The current socio-economic climate in the world requires engineers to consider nontraditional materials to help minimize environmental impa ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 5 ]CHAPTER FOURRESULTS AND DISCUSSIONCorn stalk ash (CSA) is not a good pozzolanic material, since it has the combined percentage composition of silica (SiO2), alumina (Al2O3) and iron oxide (Fe2O3) of 18.78%, which is less than 70%. It therefore does not satisfy the requirement for use as a pozzolana according to ASTM C618(2005). ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE CONCLUSIONS AND RECOMMENDATION5.0  CONCLUSIONSThis study has dealt tremendously on the investigation of the characteristics of cornstalk ash blended cement. The findings of this research has led to the following conclusions:•    The study revealed that Corn stalk ash (CSA) is not a good pozzolanic material because it does not satisfy the standard specified by ASTM C618(2005).•    The compressive strength of the concrete cubes increased with curing period and amou ... Continue reading---

         

      REFRENCES - [ Total Page(s): 3 ]Technical Paper for Industrial Technologies Programme.Rashad, A.: Cementitious materials and agricultural wastes as natural fine aggregate replacement inconventional mortar and concrete. In: Journal of Building Engineering 5 (2016), p. 119–141. SR EN 12350-6:2010: Testing fresh concrete, Part 6: Density. SR EN 12390-3:2009/AC:2011: Testing hardened concrete, Part 3: Compressive strength of test specimens.SR EN 12390-5:2009: Testing hardened concrete, Part 5: Flexural strength of test spec ... Continue reading---