Bond Behavior of Reinforced Concrete using Artificial Sand with Quarry Dust as Fine Aggregate
DOI:
https://doi.org/10.3759/joge.v3i1.3747Abstract
Reinforced concrete (RC) is most widely used material in the construction industry. Normally natural sand is used as fine aggregate in the production of conventional concrete. Natural sand is obtained from the river bed through mining operation. To fulfill the requirement of construction industry excessive mining of sand from river bed has been carried out. It is causing threat to the natural environment. Hence, Indian government has led down restrictions on sand mining from river bed which resulted in the scarcity of natural sand. Now construction industry is looking forward for artificial sand as fine aggregate. Artificial sand is obtained by mechanically crushing the natural rocks. It is observed that in the construction industry normally artificial sand is used with quarry dust in the production of concrete. Bond plays major role in the behavior of RC element. In this research work an attempt is made to investigate the bond behavior of reinforced concrete when artificial sand with quarry dust is used as fine aggregate. The investigation was carried out for varying fine aggregates, concrete grades and diameters of deformed steel reinforcing bar. The experimental results showed that bond strength of reinforced concrete is reduced when artificial sand with quarry dust used as fine aggregate.
References
IS 456-2000, Plain and reinforced concrete – Code of practice, Bureau of Indian Standards, New Delhi.
Naveen Saviour M. Environmental impact of soil and sand mining: A Review. Int J Sci Environ Technol. 2012; 1(3): 125–134p.
Priyanka A. Jadhava, Dilip K. Kulkarni. An experimental investigation on the properties of concrete containing manufactured sand. Int J Adv Eng Technol. 2012; 3(2): 101–104p. E-ISSN 0976-3945.
Abhishek Kulkarni, Kalyani Bhutada, Ajay Shelorkar. Determination of Mechanical Strength for High Grade Concrete by Partial Replacement of Artificial Sand. Int J Innovative Res Sci Eng Technol. 2014; 3(5): 12380–12386p. ISSN: 2319-8753.
Saeed Ahmad. Effects of crushed and natural sand on the properties of fresh and hardened concrete. 33rd Conference on Our World in Concrete & Structures, Singapore, 2008.
Wakchaure MR, Shaikh AP, Gite BE. Effect of Types of Fine Aggregate on Mechanical Properties of Cement Concrete. Int J Modern Eng Res (IJMER), 2012; 2(5): 3723–3726p. ISSN: 2249-6645.
Subbulakshmi T, Vidivelli B. Mechanical properties of high performance concrete incorporating with quarry wastes. Int J Eng Adv Technol. (IJEAT) 2014; 3(6): 232–236p. ISSN: 2249 – 8958.
Sonam Magare, Varma MB. Experimental study of self-compacting concrete and conventional concrete by replacing natural sand with artificial sand. Int J Adv Technol Eng Sci. 2014; 02(12): 535–541p. ISSN (online): 2348-7550.
Varma MB, Magare SB. Comparative study of self-compacting concrete using artificial crushed sand with conventional concrete without using artificial crushed sand. J Info, Knowledge Res Civil Eng. 2015; 3(2): 164–167p. ISSN: 0975 – 6744.
Venkatrama Reddy BV. Suitability of manufactured sand (M-sand) as fine aggregate in mortars and concrete. CSIC Project. 2012; CP 6597/0505, 11–30p.
Sureshbabu N, Job Thomas. Bond characteristic of rebar in concrete with manufactured sand as fine aggregate. Am J Eng Res. 2013; 1: 54–58p. e-ISSN: 2320-0847 p-ISSN: 2320-0936.
IS: 12269-1987, Ordinary Portland Cement, 53 Grade–Specification, Bureau of Indian Standard, New Delhi, India.
IS: 383-1970, Specification of coarse and fine aggregate from natural sources for concrete, Bureau of Indian Standards, New Delhi, India.
IS: 1786-2008, High strength deformed steel bars and wires for concrete reinforcement–specification, Bureau of India Standard, New Delhi, India.
IS: 10262-2009, Concrete mix proportioning–Guideline, Bureau of India Standard, New Delhi, India.
Downloads
Published
Issue
Section
License
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
- I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
- I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
- I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
- I/We also agree to the authorship of the article in the following order:
Author’s name
1. ________________
2. ________________
3. ________________
4. ________________
| We Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal. |