Utilization of Pervious Concrete in CO2 Capturing to Control Environmental Impact of Portland Cement

  • Authors

    • Aymen J. Alsaad
    • Tareq S.al-Attar
    • Basil S. Alshathr
    2018-11-28
    https://doi.org/10.14419/ijet.v7i4.20.26139
  • carbonation depth, CO2 up-take, permeability, pervious concrete.
  • The cement industry is a main producer of greenhouse gases that is responsible for 5–7% of CO2 emissions. Therefore, it is important to find a method to reduce the concentration of this gas in the environment especially in places such as tunnels. This work aims to use pervious concrete to capture CO2 from the environment and transform it to calcium carbonate inside its matrix. The pervious concrete exposed at 7, 14, and 28 days age to 25 and 50% concentration of CO2 for a period of 2 and 4 hours to study the extent of carbonation inside this concrete. In addition to that, the effects of carbonation on compressive strength, weight change, CO2-uptake and change in permeability were studied. The results showed that higher concentration of CO2 and longer exposure periods caused deeper penetration of carbonation. The maximum recorded CO2 uptake by pervious concrete occurs when it was exposed to higher CO2 % and longer duration of exposure at the age of 7 days.

     


     
  • References

    1. [1] L. Haselbach, A. Thomas, ''Carbon sequestration in concrete sidewalk samples'', Constr. Build. Mater. (2014) 47–52. DOI:10.1016/j. conbuildmat.2013.12.055

      [2] Shao, Y., Monkman, S. and Boyd, A. J. "Recycling carbon dioxide into concrete: a feasibility study" Concrete Sustainability Conference, 2010.

      [3] Low K, Harz D, Neithalath N. "Statistical characterization of the pore structure of enhanced porosity concretes". Concrete Technology Forum, Focus on Sustainable Development; 2008.

      [4] Montes F, Haselbach LM. "Measuring hydraulic conductivity in pervious concrete". Environ. Eng. Sci., 2006; 23:960–9.

      [5] Neithalath N. "Development and characterization of acoustically efï¬cient cementitious materials". Ph.D. Thesis. Purdue University; 2004.

      [6] Sumanasooriya MS, Neithalath N. "Pore structure features of pervious concretes proportioned for desired porosities and their performance prediction". Cement and Concrete Compos 2011; 33:778–87.

      [7] Wang K, Schaefer VR, Kevern JT, Suleiman MT. "Development of mix proportion for functional and durable pervious concrete". Proceedings of the 2006 NRMCA concrete technology forum—focus on pervious, concrete; 2006.

      [8] Paul D. Tennis, Michael L. Leming, and David J. Akers "Pervious Concrete Pavements". EB302.02, Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association, Silver Spring, Maryland, USA, 2004, 36 pages.

      [9] Narayanan Neithalath, Milani S. Sumanasooriya and Omkar Deo. (2010). "Characterizing pore volume, sizes, and connectivity in pervious concretes for permeability prediction". Materials Characterization, 61, 802-813.

      [10] ASTM C 150/150 "Standard Specification for Portland Cement" Vol.04.02, 2006.

      [11] Iraqi specification stander No. 5 "Portland cement" 1984.

      [12] www.sika.com.tr.

      [13] Mohammed Sonebia, Mohamed Bassuoni, Ammar Yahia" Pervious Concrete: Mix Design, Properties and Applications" RILEM Technical Letters (2016) 1: 109 – 115.

      [14] ASTM C 143/143M "Standard Test Method for Slump of Hydraulic-Cement Concrete", Vol.04.02, 2003

      [15] BS1881:part116:1983, "Method for determination of compressive strength of concrete cubes," British Standards Institution, 1989, 8 p.

      [16] Fridh, K., and Lagerblad, B. "Carbonation of indoor concrete: measurements of depths and degrees of carbonation". Division of Building Materials, LTH, Lund University. (Report TVBM; Vol. 3169) (2013).

      [17] Freedonia Group, ''Brick and block demand to reach 12.4 billion units, $8 billion by 2014,'' Journal of Concrete Products, Freedonia Group Study, Issue 2652, 2010.

      [18] Narayanan Neithalath, Jason Weiss & Jan Olek. "Characterizing Enhanced Porosity Concrete using electrical impedance to predict acoustic and hydraulic performance". Cement and Concrete Research, (2006). 36, 2074-2085.

      [19] Das BM. ''Principles of geotechnical engineering''. 7th ed. Wadsworth Inc.; 2010. p. 683.

      [20] Dang Hanh Nguyen, Nassim Sebaibi , Mohamed Boutouil, Lydia Leleyter, and Fabienne Baraud, " A modified method for the design of pervious concrete mix", Construction and Building Materials 73 (2014) 271–282.

      [21] Journal of materials in civil engineering ASCE / November/ December 2006 / p. 768-776

      [22] Uma Maguesvaria, M., and Narasimhab, V. L. "Studies on Characterization of Pervious Concrete for Pavement Applications".2nd Conference of Transportation Research Group of India (2nd CTRG) .p 198-207.

      [23] Kaliyavaradhan, S.K., Ling, T.C. (2017). "Potential of CO2 sequestration through construction and demolition (C&D) waste – An overview". Journal of CO2 Utilization, 20: 234-242.

      [24] Hilal El-Hassan and Yixin Shao "Carbon Storage through Concrete Block Carbonation Curing", Journal of Clean Energy Technologies, Vol. 2, No. 3, July 2014.

  • Downloads

  • How to Cite

    J. Alsaad, A., S.al-Attar, T., & S. Alshathr, B. (2018). Utilization of Pervious Concrete in CO2 Capturing to Control Environmental Impact of Portland Cement. International Journal of Engineering & Technology, 7(4.20), 382-385. https://doi.org/10.14419/ijet.v7i4.20.26139