Destructive And Non-Destructive Evaluation Of Replacement Of Cement By Flyash, (M40)Gr Of Concrete

International Journal of Civil Engineering
© 2019 by SSRG - IJCE Journal
Volume 6 Issue 11
Year of Publication : 2019
Authors : Srinivas jetty,Likhitha.J,shara,,Sai laxmi
pdf
How to Cite?

Srinivas jetty,Likhitha.J,shara,,Sai laxmi, "Destructive And Non-Destructive Evaluation Of Replacement Of Cement By Flyash, (M40)Gr Of Concrete," SSRG International Journal of Civil Engineering, vol. 6,  no. 11, pp. 1-10, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I11P101

Abstract:

The aim of this paper is to study the behavior of M-40 grade of concrete having mix proportion of 1:1.83:2.65 with w/c of 0.41 and to determine the compressive strength of the flyash concrete made with 0, 5, 10, 15, 20, 25, 30% [1]of cement replacement was evaluated in terms of its relation with compressive strength and workability test. Compression was made between ordinary Portland cement and flyash concrete. In this work the mechanical properties of fly ash based concrete which includes compressive strength and Non destructive testing method like Rebound Hammer [2]tests will be examined and analyzed based on the different mix proportions of cement with (0, 5, 10, 15, 20, 25, 30%) Fly ash Test result [3]indicated the strength of concrete having cement replacement up to 30 % of flyash was comparable to the normal concrete mix without flyash. In the investigation, conventional concrete and flyash based on concrete cubes of 150x150x150mm sizes[4] were used for testing the compressive strength. The cubes are tested in compressive testing machine of capacity 2000kn. Compressive strength[5] of concrete mix made with and without fly ash With different percentages determined at 7,28 days of curing. The results confirm that flyash concrete is a promising material for long term strength development. This due to fact that early age strength of flyash was lowers as compared to strength of control concrete.

Keywords:

Flyash, Compressive strength, Specific Gravity, Density, Cement concrete, Rebound Hammer.

References:

[1] Topçu IB and Canbaz,M., Effect of different fibers on the mechanical properties of concrete containing fly ash. Construction and Building Materials; 21,(2007),1486-1491.
[2] Sahmaran M and Yaman IO (2007) Hybrid fiber reinforced self- compacting concrete with a high-volume coarse fly ash. Construction and Building Materials.,21, (2007),150-156.
[3] Sukumar B. et al.,Evaluation of strength at early ages of self- compacting concrete with high volume fly ash. Construction and Building Materials 2007: In press., (2007).
[4] Khunthongkeaw J. et al.,A study on carbonation depth prediction for fly ash concrete. Construction and Building Materials; 20,(2006),744-753,
[5] Chindaprasirt P. et al.,Strength and water permeability of concrete containing palm oil fuel ash and rice husk–bark ash. Construction and Building Materials; 21,(2007),1492-1499.
[6] Guneyisi E. et al., Effect of initial curing on chloride ingress and corrosion resistance characteristics of concretes made with plain and blended Cements. Building and Environment; 42, (2007),2676-2685.
[7] Ganesan K. et al.,Rice husk ash blended cement: Assessment of optimal level of replacement for strength and permeability properties of concrete. Construction and Building Materials., (2007).
[8] Pappu A, et al.,Solid Wastes Generation in India and their Recycling Potential in Building Materials. Building and Environment, 42,(2007),2311-2320. [9] Mun KJ, et al.(2007). Basic Properties of Non-Sintering Cement Using Phosphogypsum and Waste Lime as Activator. Construction and Building Materials,21,1342-1350.
[10] Park SB, et al. (2004). Studies on Mechanical Properties of Concrete Containing Waste Glass Aggregate. Cement and Concrete Research, 34,2181-2189.
[11] T. K Dhar,Coal Ash Management in Power Sector, Challenges in the New Millennium, Published in the Proceedings of Workshop on Fly ash and its Applications, held at kalinga Institute of Industrial Technology, Deemed University, Bhubaneshvar .,(2004),24-34.
[12] Jayanta Chakraborty, Sulagno Banerjee, Replacement of Cement by Fly Ash in Concrete, SSRG International Journal of Civil Engineering 3(8) (2016) 40-42.
[13] ASTM. _2001a_.,Standard test method for compressive strength of hydraulic cement mortars (using 2-in or 50-mm cube specimens)., Masonry test methods and specifications for the building industry, ASTM C 109/C 109M-99, 4th Ed., Philadelphia
[14] ASTM. _2001b_.Standard test method for compressive strength of masonry prisms., Masonry test methods and specifications for the building industry, ASTMC 1314-00a, 4th Ed., Philadelphia.
[15] ASTM. _2001c_.Standard test methods for sampling and testing brick and structural clay tile., Masonry test methods and specifications for the building industry, ASTM-C67-00, 4th Ed., Philadelphia.
[16] Midness, S., & Young, J.F., Concrete, New New York. Prentice Hall.,(1981).