Empowering Concrete: Enhancing Strength and Durability with Coal Bottom Ash

Year : 2024 | Volume :14 | Issue : 01 | Page : –
By

    kishan Kumar Pandey

  1. Harsh Rathore

  1. Student, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopa, Madhya Pradesh, India
  2. Assistant Professor, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopa, Madhya Pradesh, India

Abstract

The utilization of coal bottom ash, an industrial waste byproduct, as a sustainable
alternative to river sand in concrete production has gained increasing attention due to
environmental concerns and the need for resource optimization. This study examines how
incorporating coal bottom ash into concrete mixtures, either partially or entirely replacing
river sands, affects different properties. These properties include the workability of fresh
concrete, as well as its compressive strength, splitting tensile strength, modulus of
elasticity, pulse velocity, permeable pore space, water absorption, microstructure, and
analysis via X-ray diffractogram. The findings indicate that coal bottom ash significantly
affects the workability of concrete, reducing slump and compaction factor values with
increased replacement levels. However, the compressive strength development of bottom
ash concrete follows a pattern similar to that of control concrete, with pozzolanic activity
contributing to long-term strength enhancement. Moreover, the splitting tensile strength
of concrete containing bottom ash is equivalent to or greater than that of the control
concrete in later stages of development. This research sheds light on the feasibility of
utilizing coal bottom ash in concrete production, highlighting its potential benefits and
addressing early age compressive strength challenges.

Keywords: Coal bottom ash, concrete, sustainable materials, strength properties, waste utilization, industrial waste, resource optimization.

[This article belongs to Recent Trends in Civil Engineering & Technology(rtcet)]

How to cite this article: kishan Kumar Pandey, Harsh Rathore.Empowering Concrete: Enhancing Strength and Durability with Coal Bottom Ash.Recent Trends in Civil Engineering & Technology.2024; 14(01):-.
How to cite this URL: kishan Kumar Pandey, Harsh Rathore , Empowering Concrete: Enhancing Strength and Durability with Coal Bottom Ash rtcet 2024 {cited 2024 Mar 18};14:-. Available from: https://journals.stmjournals.com/rtcet/article=2024/view=135257


References

  1. Abd elaty, M. a. a., (2014). “Compressive strength prediction of Portland cement concrete with age using a newmodel.” Housing and Building National Research Center (HBRC) Journal; 10: 145-155
  2. ,Aggarwal Y. and GuptaS.M.(2007),“Effect of bottom ashasre placement of fine aggregates in concrete.” Asian Journal of Civil Engineering (Building and Housing); 8: 49-62
  3. Al-Amoudi, O.S.B., Al-Kutti,W. A., Ahmad,S. and Maslehuddin, M.,(2009). “Correlation between compressive strength and certain durability in dices of plain and blended cement concretes” Cement & Concrete Composites; 31: 672–676
  4. American Coal Ash Association (ACAA). 2006 coal combustion product (CCP)production and use. Aurora, CO: American Coal Ash Association; 2007.
  5. Andrade L.B., Rocka J.C. and Cheriaf M. (2007), “Aspects of moisture kinetics of coal bottom ash in concrete.” Cement and Concrete Research; 37: 231-241
  6. Andrade L.B., Rocka J.C. and Cheriaf M (2009), “Influence of coal bottom ash as fine aggregate on fresh properties of concrete.” Construction and Building Materials; 23: 609-614
  7. Aramraks T. (2006), “Experimental study of concrete mix with bottom ash as fine aggregate in Thailand” Symposium on Infrastructure Development and the Environment, 1-5
  8. Arumugam K., Ilangovan R. and James M.D.(2011),“A study on characterization and use of pond ash as fine aggregate in concrete” International Journal of Civil and Structural Engineering, 2: 466-474
  9. ASTM C 597-02, “Standard test methods for pulse velocity through concrete.” ASTM International, West Conshohocken, USA, 2002
  10. ASTM C 642-97, “Standard test method for density, absorption, and voids in hardened concrete.” ASTM International, West Conshohocken, USA, 1997
  11. ASTM C 1585-04, “Standard test methods for Measurement of Rate of Absorption of Water by Hydraulic -Cement Concretes.” ASTM International, West Conshohocken, USA. 2004
  12. ASTM C 157-03, “Standard test methods for Length Change of Hardened Hydraulic- Cement Mortar and Concrete.” ASTM International, West Conshohocken, USA.
  13. ASTM C 1202-10, “Standard test methods for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.” ASTM International, West Conshohocken,
  14. ASTM C1012-10, “Standard test methods for Length Change of Hydraulic-Cement Mortars Exposed to a Sulphate Solution.” ASTM International, West Conshohocken,
  15. ASTM C 267-01, “Standard Test Methods for chemical resistance of mortars, grouts and monolithic surfacing and polymer concretes.” ASTM International, West Conshohocken, USA.
  16. ASTM C 232-09, Standard test methods for bleeding, ASTM International, West Conshohocken, USA.
  17. Bai Y., Darcy F. and Basheer P.A.M. (2005), “Strength and Drying shrinkage properties of concrete containing furnace bottom ash as fine aggregate.” Construction and Building Materials, 19: 691-697
  18. Barnes I. and Sear L. (2004), “Ash utilization from coal based power plants.” Report No COAL R274 DTI/ Pub. URN 04/1915
  19. BIS:8112-1989,“Indianstandard43GradeordinaryPortlandcement–specification.” Bureau of Indian Standards, New Delhi, India.
  20. BIS: 383-1970, “Indian standard Specification for coarse and fine aggregates from natural sources for concrete.” Bureau of Indian Standards, New Delhi, India.
  21. BIS: 10262-1982, “Recommended guidelines for concrete mix design.” Bureau of Indian Standards, New Delhi, India.
  22. BIS: 1199-1959, “Indian standard methods of sampling and analysis of concrete.” Bureau of Indian Standards, New Delhi, India.
  23. BIS:516-1959,“Indian standard methods of test for strength of concrete.” Bureau of Indian Standards, New Delhi, India.
  24. BIS:5816-1999,“Indian standard Splitting tensile strength of concrete-Test method.” Bureau of Indian Standards, New Delhi, India.
  25. BIS:1237-2012, “Indian standard Specification for cement concrete flooring tiles.” Bureau of Indian Standards, New Delhi, India.
  26. BIS: 11331-1992, “Indian standard Specification for Non-destructive testing of concrete: Part 1 Ultrasonic pulse velocity.” Bureau of Indian Standards, New Delhi, India.
  27. Behim M., Cyr M.,and Clastres P.,(2011),“Physical and chemical effects of El Hadjar slag used as an additive in cement-based materials.” European Journal of Environmental and Civil Engineering; 15(10): 1413-32
  28. Brown PW.(1981),“An evaluation of the sulphate resistance of cements in a controlled environment.” Cement and Concrete Research; 11:719–27.
  29. Cachim P., Velosa AL, and Ferraz E.(2014),“Sub situation Materials for sustainable concrete production in Portugal.” KSCE Journal of Civil Engineering; 18(1): 60-66

Regular Issue Subscription Original Research
Volume 14
Issue 01
Received February 7, 2024
Accepted March 4, 2024
Published March 18, 2024