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Relationship between Concrete and Chloride Penetration


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1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, India
     

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Self-compacting solid offers a quick pace of solid situation, with quicker development times and simplicity of stream around blocked support. The ease and isolation opposition of SCC guarantees a significant degree of homogeneity, negligible solid voids and uniform solid strength, giving the possibility to a better degree of finish and solidness than the construction. The improved development practice and execution, joined with the wellbeing and security benefits, make SCC an exceptionally alluring answer for both precast concrete and structural designing development. Selfcompacting concrete (SCC) is a unique concrete that sets and compacts without the use of vibration. Except in the presence of clogged support, it will flow under its own weight, fully filling formwork and completing maximum compaction. The solidified concrete is dense, homogeneous, and has comparable design and strength properties to traditional concrete.

Keywords

Self-compacting concrete (SCC), Finite Element Analysis (FEA), Concrete.
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  • C Freeda Christy, D Tensing, “Effect Of Class F – Fly ash As Partial Replacement With Cement And Fine Aggregate in Mortar”, Indian Journal Of Engineering and Material Science, Vol 17, April 2010, pp. 140- 144.

  • C. Marthong, “Sawdust Ash (SDA) as Partial Replacement of Cement”, International Journal of Engineering Research and Applications (IJERA), Vol. 2, Issue4, July-August 2012, pp.1980-1985.

  • Nilforoushan, Mohammed Reza, the Effect of Micro Silica on Permeability and Chemical Durability of Concrete Used in The Corrosive Environment, Iran J. Chem and Chem Eng., vol 24, No 2, 2005.

  • Mohammed Razzaq, Ahmed Namah Hadi, “Effect of Egg Shells Powder on Some Mechanical and Physical Properties of Natural Rubber”, The Iraqi Journal for Mechanical and Material Engineering, Vol.12, No.3, 2012.

  • Phil Glatz, Zhidong Miao and Belinda Rodda, “Handling and Treatment of Poultry Hatchery Waste: A Review”, Vol 3, 12 January 2011.

  • M.O.A. Mtallib and A. Rabiu, “Effects of Eggshells Ash on The Setting Time of Cement”, Vol 3, 12 January 2011.

  • Jayraj Vinodsinh Solanki, Jayesh Kumar Pitroda, “Flexural Strength of Beams by Partial Replacement of Cement with Fly Ash and Hypo Sludge in Concrete”, International Journal of Engineering Science and Innovative Technology (IJESIT) Volume 2, Issue 1, January 2013.

  • Arash Barazesh, Hamidreza Saba, Mehdi Gharib, Moustafa Yousefi Rad, “Laboratory Investigation of the Effect of Eggshell powder on Plasticity Index in Clay and Expansive Soils”, European Journal of Experimental Biology, 2012, 2 (6):2378-2384.

  • Isaac O. Igwe, Genevive C. Onuegbu, “Studies on Properties of Egg Shell and Fish Bone Powder Filled Polypropylene”, American Journal of Polymer Science 2012, 2(4): 56-61.

  • O. Amu, A.B. Fajobi and B.O. Oke, “Effect of Eggshell Powder on stabilizing Potential of Lime on an Expansive Clay Soil”, Research Journal of Agriculture and Biological Sciences 1(1): 80-84, 2005.

  • L. O. Ettu, K. C. Nwachukwu, J. I. Arimanwa, C. T. G. Awodiji, and H. E. Opara, “Variation of Strength of OPCSaw Dust Ash Cement Composites with Water-Cement Ratio”, International Refereed Journal of Engineering and Science, Volume 2, Issue 7 (July 2013), PP. 09-13.

  • A. Rangaraj, and S. Rubini, “Study on characteristics strength of concrete by partial replacement of coarse aggregate,” Journal of Chemical and Pharmaceutical Sciences, special issue 3, pp. 110-113, Feb. 2017.

  • A. Rangaraj, and P. Mukesh, “An experimental investigation on partial replacement of bitumen using rubber tyre,” Materials Today Proceeding, p. 6, Feb. 2019.

  • A. Rangaraj, and N. P. Srinivasan, “Experimental investigation on partial replacement of bitumen with sugarcane molasses and quarry dust,” Adalya Journal, 2019.

  • A. Rangaraj, “Review paper on partial replacement of recycled aggregates on concrete,” Test Engineering and Management, Mar. 2020.


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  • Relationship between Concrete and Chloride Penetration

Abstract Views: 276  |  PDF Views: 0

Authors

R. Dineshkumar
Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, India
R. Vetturayasudharsanan
Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, India
G. Balaji
Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, India

Abstract


Self-compacting solid offers a quick pace of solid situation, with quicker development times and simplicity of stream around blocked support. The ease and isolation opposition of SCC guarantees a significant degree of homogeneity, negligible solid voids and uniform solid strength, giving the possibility to a better degree of finish and solidness than the construction. The improved development practice and execution, joined with the wellbeing and security benefits, make SCC an exceptionally alluring answer for both precast concrete and structural designing development. Selfcompacting concrete (SCC) is a unique concrete that sets and compacts without the use of vibration. Except in the presence of clogged support, it will flow under its own weight, fully filling formwork and completing maximum compaction. The solidified concrete is dense, homogeneous, and has comparable design and strength properties to traditional concrete.

Keywords


Self-compacting concrete (SCC), Finite Element Analysis (FEA), Concrete.

References