Use of Waste Tire Rubber Chips as A Partial Replacement to The Coarse Aggregates in Concrete

Authors

  • Haral Shivaji  HSBPVT's College of Engineering Kashti, Savitribai Phule, Pune University, Maharashtra, India
  • Ghodekar Abhijit  HSBPVT's College of Engineering Kashti, Savitribai Phule, Pune University, Maharashtra, India
  • Jadhav Dipali  HSBPVT's College of Engineering Kashti, Savitribai Phule, Pune University, Maharashtra, India
  • Jadhav Priyanka  HSBPVT's College of Engineering Kashti, Savitribai Phule, Pune University, Maharashtra, India
  • Shivsiddha Somawanshi  HSBPVT's College of Engineering Kashti, Savitribai Phule, Pune University, Maharashtra, India

Keywords:

Reinforced Concrete, Workability, Compressive Strength, Tensile Strength, Bond Strength

Abstract

Concrete is one of the most extensively used construction material all over the world. Many scientists and researchers are in quest for developing alternate construction material that are environment friendly and contribute towards sustainable development. Huge amount of rubber tire waste is being generated day by day which creates the disposal problems and has many environmental issues as this scrapped rubber waste is an elastic material having less specific gravity, energy absorbent material can be used as a replacement material for obtaining lightweight concrete. The scrapped rubber can not be discharge of easily in the environment as its decomposition takes much time and also produces environmental pollution .In such a case the reuse of rubber would be a better choice. In order to reuse rubber wastes, it is added to concrete to enhance the properties of concrete. The objective of this study is to test the properties of concrete by replacing the waste rubber chips partially to the coarse aggregate in concrete with different percentage as 10%, 20% and 30% on volume basis. By literature review it is observed that it helps to reduce cracks and also helps to increase the durability and ductility of concrete. Because of rubber compressive strength of concrete decreases. So, to increase the compressive strength we are adding glass fiber to the weight of cement in concrete at percentage 0.5%, 1% and 1.5%. The glass fiber having high tensile strength, good thermal conductivity and also good chemical resistance.

References

  1. Ahirwar, K. “Waste tyre rubber as coarse aggregate replacement in cement concrete”. Master thesis in Structural Engineering, Civil engineering Department, and IIT Kharagpur. (2009).
  2. Bakri, A. M. M. A., Fadli, S. A. S. N., Bakar, M. D. A., and Leong, K. W. “Comparison of rubber as aggregate and rubber as filler in concrete”, First International Conference on Sustainable Materials 2007,107-116 Penang.
  3. Ganjian, E., Khorami, M., Maghsoudi, A. K. “Scrap-tyre rubber replacement for aggregate and filler in concrete”, Construction and Building Materials. (2008), 352-361.
  4. Huang, B., Li, G., Pang, S., and Eggers, J. “Investigation in to waste tyre rubber-filled concrete”. Journal of Materials in Civil Engineering,(2004) 16(3), 187-194.
  5. Hernandez-Olivares, F., Barluenga, G., Bollati, M., and Witoszek, B. (2002). “Static and dynamic behavior of recycled tyre rubber- filled concrete”, Cement Concrete Research, 32, 1587-1596.
  6. Khaloo, A. R., Dehestani, M., and Rahamatabadi, P. Mechanical properties of concrete containing a high volume of tire-rubber particles. Waste Management, 28, 2472-2482 Khatib, Z. K., and Bayomy, F. M. (1999). “Rubberised Portland cement concrete”. Journal of Materials in Civil Engineering, . (2008) 11(3), 206-213.

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Published

2020-06-30

Issue

Section

Research Articles

How to Cite

[1]
Haral Shivaji, Ghodekar Abhijit, Jadhav Dipali, Jadhav Priyanka, Shivsiddha Somawanshi, " Use of Waste Tire Rubber Chips as A Partial Replacement to The Coarse Aggregates in Concrete, International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011, Volume 7, Issue 3, pp.74-77, May-June-2020.