International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 08 Issue: 06 | June 2021
p-ISSN: 2395-0072
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PARTIAL REPLACEMENT OF CEMENT BY USING SILICA FUME IN CONCRETE Nanabala jyosthna1, A Naveen2, J karimasif3, M Subbireddy4,L Ravi Kumar5 1Nanabala
Jyoshna, Dept. of Civil Engineering, Kuppam Engineering College, Kuppam, AP Naveen, Dept. of Civil Engineering, Kuppam Engineering College, Kuppam, AP 3J karimasif, Dept. of Civil Engineering, Kuppam Engineering College, Kuppam, AP 4M Subbireddy, Dept. of Civil Engineering, Kuppam Engineering College, Kuppam, AP 5L Rvai Kumar associate professor $ HOD, Kuppam Engineering Collage, Kuppam AP ---------------------------------------------------------------------***--------------------------------------------------------------------2A
Abstract - This project reports the results of compressive
construction material. Particularly Silica Fume (SF) and fly ash individually or in combination are indispensable in production of high strength concrete for practical application. The use of silica fume as a pozzolana has increased worldwide attention over the recent years because when properly used it as certain percent, it can enhance various properties of concrete both in the fresh as well as in hardened states like cohesiveness, strength, permeability and durability. Silica fume concrete may be appropriate in places where high abrasion resistance and low permeability are of utmost importance or where very high cohesive mixes are required to avoid segregation and bleeding.
strength obtained from the experiments where both conventional concrete and partial replacement of silica fume concrete are used. The physical properties of high strength silica fume concrete and their curing procedures were evaluated and compared with conventional concrete.. The partially replacement of cement by silica fume the strength parameters of concrete have been studied. Silica fume were used to replace 0% to 15% of cement, by weight at increment of 5% for both cube and cylinder. The results showed that partial replacement of cement with silica fume had significant effect on the compressive strength of cube and split tensile strength cylinder. The strength of concrete increases rapidly as we increase the silica fume content and the optimum value of compressive strength is obtained at 10% replacement. After 10% its start decreasing under load condition of 4 KN and similarly the split tensile strength increases up to 10% and then start decreasing under the load condition of 2KN
Silica fume is a by-product from the production of elemental silicon or alloys containing silicon in electric arc furnaces. At a temperature of approximately 2000°C the reduction of high-purity quartz to silicon produces silicon dioxide vapor, which oxidizes and condenses at low temperatures to produce silica fume. The specific gravity of silica fume is generally in the range of 2.20 to 2.5. Portland cement has a specific gravity of about 3.15
Key Words: Silica fume; cement; compressive strength; spilt tensile strength.
2.OBJECTIVE
1.INTRODUCTION
The objective of this study is to find the effect of partial replacement of silica fume on the workability, strength and durability characteristics of concrete. Three percentage levels of replacement i.e. 5, 10 and 15 percent are measured for partially replacing cement with silica fume. M25 concrete grade is initially designed without replacement and subsequently, cement is partially replaced with silica fume. Also, an attempt is made to find the optimum cement replacement level by silica fume for better strength and durability characteristics of HighPerformance concrete.
Silica fume, also known as micro silica is an amorphous (non-crystalline) polymorph of silicon dioxide. It is an ultrafine powder collected as a by-product of the silicon and ferrosilicon alloy production. It is extremely fine with particles size less than 1 micron and with an average diameter of about 0.1 microns, about 100 times smaller than average cement particles. Its behaviour is related to the high content of amorphous silica (> 90%). The reduction of high-purity quartz to silicon at temperatures up to 2,000ᵒC produces SiO₂ vapours, which oxidizes and condense in the low temperature zone to tiny particles consisting of non-crystalline silica.
3. LITERATURE REVIEW Kumar & Dhaka (2016) write a Review paper on partial replacement of cement with silica fume and its effects on concrete properties. The main parameter investigated in this study M-35 concrete mix with partial replacement by
During the last three decades, great strides have been taken in improving the performance of concrete as a
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