A Comparative Study Of Effect Of Silica Fume As Partial Replacement On two Different Types Of Cement On Fiber Reinforced Concrete

D.Siva Ram, B. Ganesh, Ch.Bhaskara Rao

Abstract


High-quality cement is constantly superior cement, yet elite cement isn't generally high-quality cement. Strong cement Specified high quality cement can't guarantee the acknowledgment of tough cement. It is extremely hard to get an item that meets every one of the traits in the meantime. Thus, unique pozzolanic materials, for example, ground impact heater slag (GGBS), silica rage, rice husk cinder, fly powder, and profoundly receptive Metakaolin, are some volcanic fiery debris materials that can be utilized as solid contrasting options to concrete for elite the fundamental organization of cement. Thusly, we have the above materials were XRD test to comprehend the distinctive segments of the progressions. What's more, it is additionally imperative to keep the bond proportion in the base, since we should utilize a water lessening specialist, the plasticizer, which assumes a critical part in the generation of elite cement. So we have tried distinctive materials in this task, for example, rice husk fiery remains, ground impact heater slag and silicon powder to get the required request. In this paper the work is done on M30 Grade concrete. We utilize diverse rates of engineered strands (i.e., Recron filaments), i.e. 0.0%, 0.1%, 0.2%, 0.3% of the aggregate weight of cement, and cast. At long last, we utilize distinctive rates of silicon powder rather than bond to keep the fiber content steady and pour the solid. In our investigation, we utilized two sorts of bond, Portland slag concrete and standard Portland concrete. We arranged mortar, 3D square, chamber, crystal, lastly pressure test, split test, Flexural Strength tests were performed.


References


Pierre-Claude Aitcin, “Developement in the application of high performance concrete”, Construction and Building Material, Vol. 9. No. 1, 1995, 13-17.

Andrzej Ajdukiewicz and Wojciech Radomski, “Trends in the Polish research on high performance concrete”, Cement and Concrete Composite, Vol. 24, 2002, 243-251.

Pierre-Claude Aitcin, “The durability characteristics of high performance concrete”, Cement & Concrete Composite, Vol. 25, 2003, 409-420.

Moayad N Al-Khalaf and Hana A Yousif, “Use of Rice husk ash in concrete”, The International Journal of Cement Composites and Lightweight Concrete, Vol. 6, November 4 1984.

Muhammad Soaib Ismail and A. M. Waliuddin, “Effect of rice husk ash on high strength concrete”, Construction and Building Material, Vol. 10. No. 7, 1996, 521-526.

Gemma Rodriguez de Sensale, “Strength development of concrete with rice-husk ash”, Cement & Concrete Composite, Vol. 28, 2006,158-160.

A Oner & S Akyuz, “An experimental study on optimum usage of GGBS for the compressive strength of concrete”, Cement & Concrete Composite, Vol. 29, 2007, 505 514.

Caijun Shi and Jueshi Qian, “High performance cementing materials from industrial slags”, Resourses Conservation & Recyclin, Vol. 29, 2000, 195-207.

K Ganesh Babu and V. Sree Rama Kumar, “Efficiency of GGBS in Concrete”, Cement and Concrete Research, Vol. 30, 2000, 1031-1036.

M. Collepardi, “Admixtures used to enhance placing characteristics of concrete”, Cement & Concrete Composite, Vol. 20, 1998, 103-112.

Shetty M.S., “Concrete Technology Theory and Practice”, S. Chand & Company, New Delhi.

IS: 383-1970, Specification for coarse and fine aggregates from natural sources for concrete

IS: 10262-2009, Recommended Guidelines for Concrete Mix Design, Bureau of Indian Standards, New Delhi, India.

IS: 13311 (Pat 2) - 1992, Methods of non-destructive testing of concrete Rebound Hammer.


Full Text: PDF [Full Text]

Refbacks

  • There are currently no refbacks.


Copyright © 2013, All rights reserved.| ijseat.com

Creative Commons License
International Journal of Science Engineering and Advance Technology is licensed under a Creative Commons Attribution 3.0 Unported License.Based on a work at IJSEat , Permissions beyond the scope of this license may be available at http://creativecommons.org/licenses/by/3.0/deed.en_GB.