Main Article Content

Abstract

Bottom Ash is a new waste material and abundantly available. It is a solid residue which falls into furnace bottom in modern large thermal power plants and constitutes about 20% of total ash content of the coal fed in the boilers. Direct use of this material with a large quantity, will provide a solution to dispose of this material, and the possibility as alternative materials in construction. The main objective of this research is to study the behavior of concrete mix which comprises of partial replacement of fine aggregates with bottom ash against plain concrete. The study was carried out using coal bottom ash as a partial replacement with fine aggregates in the concrete mix by 20%, 30%, 40%, and 50% by weight. The various strength properties studied consist of compressive strength, flexural strength and splitting tensile strength. The results shows that the compressive strength, split tensile strength and flexural strength decreased as the percentage of replacement of bottom ash increased as compared to plain concrete. It was observed that up to 20% replacement the results of compressive test, flexural test and split tensile test are approximately same as that of the controlled concrete.

Keywords

Coal bottom ash Compressive test Flexural test Split tensile test.

Article Details

How to Cite
B, S., & K., R. E. (2015). A STUDY ON MECHANICAL PROPERTIES OF CEMENT CONCRETE BY PARTIAL REPLACEMENT OF FINE AGGREGATES WITH BOTTOM ASH. International Journal of Students’ Research in Technology & Management, 1(6), 591–597. Retrieved from https://mgesjournals.com/ijsrtm/article/view/101

References

  1. T. Bakoshi, K. Kohno, S. Kawasaki, N. Yamaji, Strength and durability of concrete using bottom ash as replacement for fine aggregate, ACI Spec. Publ. (SP-179) (1998) 159– 172.
  2. Mohd Syahrul Hisyam bin Mohd Sani, Fadhluhartini bt Muftah and Zulkifli Muda “The Properties of Special Concrete Using Washed Bottom Ash (WBA) as Partial Sand Replacementâ€, The International Journal of Sustainable Construction Engineering & Technology Vol 1 No 2, December 2010, 65 - 76
  3. Siddique, R., Effect of fine aggregate replacement with class F fly ash on the abrasion resistance of concrete, Cement and Concrete Research, 33(2003) 1877-1881.
  4. Mohammed Maslehuddin, Abdulaziz, Al-Mana, Mahammed Shamim and Huseyin Saricimen, Effect of sand replacement on the early age strength gain and long term corrosion resisting characteristics of fly ash concrete, ACI Materials Journal, Jan-Feb (1989) 58-62.
  5. Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete for structural application, ACI Material Journal, Sept-Oct (1983) 414-422.
  6. Ghafoori N. and Bucholic, J., Properties of high-calcium dry bottom ash concrete, ACI Materials Journal, 94 (1997)90-101
  7. Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete for structural application, ACI Material Journal, Sept-Oct (1983) 414-422
  8. Naik, T.R. and Ramme, B.W., High strength concrete containing large quantities of fly ash, ACI Materials Journal, March-April (1989) 111-116.
  9. IS: 10262-1982. Recommended guidelines for concrete mix design, Bureau of Indian Standards, New Delhi, India. 10. IS 383-1970 Specifications for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, New Delhi, India.
  10. IS: 516-1959.Indian standard code of practice methods of test for strength of concrete, Bureau of Indian Standards, New Delhi, India.