| Peer-Reviewed

Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment

Received: 20 November 2021     Accepted: 14 December 2021     Published: 24 December 2021
Views:       Downloads:
Abstract

When the concrete waste is recycled as the aggregate, the concrete waste is generally carried to the plant and the recycled aggregate is manufactured. However, in this method it needs significantly much energy and causes much CO2 when the concrete waste is carried to the plant. Therefore, it is need to consider about environment to study on recycling of concrete waste in site. In this study, it is investigated, appropriate mix proportions used recycled coarse aggregate, properties of fresh concrete, pumpability, and properties of hardened concrete in case recycling of concrete waste in site, and when the mortar is brought to the site and the recycled coarse aggregate in the dry state is used, the recycled coarse aggregate is put into the mortar in which the amount of water corresponding to the water absorption rate of the recycled coarse aggregate in the dry state is corrected, it is discussed the freshness and curability of the concrete produced in the above, as well as the aging and pumping properties of the slump. From the scope of this study, when the mortar is brought into the site and the recycled coarse aggregate in an air-dried state is put in the site, if the amount of water corresponding to the effective water absorption rate of the regenerated coarse aggregate is corrected at the mortar manufacturing stage, the compressive strength and tensile strength, the static elastic modulus and the chloride ion penetration depth were about the same as when the recycled coarse aggregate in the surface dry state was used. In addition, it is considered that the same degree of fluidity as when the recycled coarse aggregate in the surface dry state is used even after pumping.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 6, Issue 6)
DOI 10.11648/j.jccee.20210606.15
Page(s) 202-207
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2021. Published by Science Publishing Group

Keywords

Mix Proportion, Construction Method, Waste Concrete, Recycled Aggregate, Pumpability

References
[1] Sawamoto, T., et al. (2009), “A Study on the Use of Concrete Aggregates in Environmentally Friendly Waste Materials”, Annual Report of Japan Construction Association, 40 (1), 23~30.
[2] Yoda, K., et al. (2001), “A Study on the Practicality of Recycled Concrete Manufactured by Stage Mixing”, J. of the Japanese Society of Architecture, 54 (1), 1~7.
[3] Kim, N. W., et al. (2008), “A Study on the Property Estimation of Recycled Coarse Aggregate and Characteristic of Recycled Aggregate Concrete Using the Surface Coated Treatment Method”, J. of Korea Society of Civil Engineers, 28 (4A), 603~609.
[4] Park, R. S., and Bae, J. S., (2007), “An Experimental Research on the Quality Improvement of Recycled Aggregates Using Surface Treatment Method”, J. of Korea Society of Civil Engineers, 27 (3A), 421~426.
[5] Rashwan, M. S., and Abourizk, S., (1997), “The Properties of Recycled Concrete”, Concrete International, ACI, 19 (7), 58-60.
[6] Yang, I. H., and Jeong, J. Y., (2016), “Effect of Recycled coarse Aggregate on compressive strength and mechanical properties of concrete”, J. of Korea Concrete Institute, 28 (1), 105~113.
[7] Lee, M. K., et al. (2005), “Strength of recycled concrete with furnace slag cement under steam curing condition”, J. of Korea Concrete Institute, 17 (4), 613~620.
[8] Sim, J. S., et al. (2006), “Characterization of Compressive Strength and Elastic Modulus of Recycled Aggregate Concrete with Respect to Replacement Ratios”, J. of Korea Society of Civil Engineers, 26 (1A), 213~218.
[9] Salem, R. M., et al. (2003), “Resistance to Freezing and Thawing of Recycled Aggregate Concrete”, ACI Materials Journal, 100 (3), 216-221.
[10] Sim, J. S., et al. (2005), “Fundamental performance evaluation of recycled aggregate concrete with varying amount of fly ash and recycled fine aggregate”, J. of Korea Concrete Institute, 17 (5), 793~801
[11] Sriravindrarajah, R., et al. (2012), “Mix Design for Previous Recycled Aggregate Concrete”, International J. of Concrete Structures and Materials, 6 (4), 239~246.
[12] Mas, B., et al. (2012), “Influence of the Amount of Mixed Recycled Aggregates on Properties Concrete for Non-Structural Use”, Construction and Building Materials, 27 (1), 612~622.
[13] Padmini, A. K., et al. (2009), “Influence of Parent Concrete on the Properties of Recycled Aggregate Concrete”, Construction and Building Materials, 23 (2), 829~836.
[14] Kou, S., et al. (2011), “Comparisons of Natural and Recycled Aggregate Concretes prepared with the Addition of Different Mineral Admixtures”, Cement and Concrete Composites, 33 (8), 788~795.
[15] Corinaldesi, V., et al. (2009), “Influence of Mineral Additions on the Performance of 100% Recycled Aggregate Concrete”, Construction and Building Materials, 23 (8), 2869~2879.
[16] Cartuxo, F., et al. (2015), “Rheological Behavior of Concrete made with Fine Recycled Concrete Aggregate – Influence of the Superplasticizer”, Construction and Building Materials, 89 (1), 36~47.
Cite This Article
  • APA Style

    Nam Wook Kim, Min Hwan Kim. (2021). Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment. Journal of Civil, Construction and Environmental Engineering, 6(6), 202-207. https://doi.org/10.11648/j.jccee.20210606.15

    Copy | Download

    ACS Style

    Nam Wook Kim; Min Hwan Kim. Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment. J. Civ. Constr. Environ. Eng. 2021, 6(6), 202-207. doi: 10.11648/j.jccee.20210606.15

    Copy | Download

    AMA Style

    Nam Wook Kim, Min Hwan Kim. Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment. J Civ Constr Environ Eng. 2021;6(6):202-207. doi: 10.11648/j.jccee.20210606.15

    Copy | Download

  • @article{10.11648/j.jccee.20210606.15,
      author = {Nam Wook Kim and Min Hwan Kim},
      title = {Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {6},
      number = {6},
      pages = {202-207},
      doi = {10.11648/j.jccee.20210606.15},
      url = {https://doi.org/10.11648/j.jccee.20210606.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20210606.15},
      abstract = {When the concrete waste is recycled as the aggregate, the concrete waste is generally carried to the plant and the recycled aggregate is manufactured. However, in this method it needs significantly much energy and causes much CO2 when the concrete waste is carried to the plant. Therefore, it is need to consider about environment to study on recycling of concrete waste in site. In this study, it is investigated, appropriate mix proportions used recycled coarse aggregate, properties of fresh concrete, pumpability, and properties of hardened concrete in case recycling of concrete waste in site, and when the mortar is brought to the site and the recycled coarse aggregate in the dry state is used, the recycled coarse aggregate is put into the mortar in which the amount of water corresponding to the water absorption rate of the recycled coarse aggregate in the dry state is corrected, it is discussed the freshness and curability of the concrete produced in the above, as well as the aging and pumping properties of the slump. From the scope of this study, when the mortar is brought into the site and the recycled coarse aggregate in an air-dried state is put in the site, if the amount of water corresponding to the effective water absorption rate of the regenerated coarse aggregate is corrected at the mortar manufacturing stage, the compressive strength and tensile strength, the static elastic modulus and the chloride ion penetration depth were about the same as when the recycled coarse aggregate in the surface dry state was used. In addition, it is considered that the same degree of fluidity as when the recycled coarse aggregate in the surface dry state is used even after pumping.},
     year = {2021}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Proper Mix Proportion and Construction Method of Waste Concrete Using Recycled Coarse Aggregate in Site Considering Environment
    AU  - Nam Wook Kim
    AU  - Min Hwan Kim
    Y1  - 2021/12/24
    PY  - 2021
    N1  - https://doi.org/10.11648/j.jccee.20210606.15
    DO  - 10.11648/j.jccee.20210606.15
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 202
    EP  - 207
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20210606.15
    AB  - When the concrete waste is recycled as the aggregate, the concrete waste is generally carried to the plant and the recycled aggregate is manufactured. However, in this method it needs significantly much energy and causes much CO2 when the concrete waste is carried to the plant. Therefore, it is need to consider about environment to study on recycling of concrete waste in site. In this study, it is investigated, appropriate mix proportions used recycled coarse aggregate, properties of fresh concrete, pumpability, and properties of hardened concrete in case recycling of concrete waste in site, and when the mortar is brought to the site and the recycled coarse aggregate in the dry state is used, the recycled coarse aggregate is put into the mortar in which the amount of water corresponding to the water absorption rate of the recycled coarse aggregate in the dry state is corrected, it is discussed the freshness and curability of the concrete produced in the above, as well as the aging and pumping properties of the slump. From the scope of this study, when the mortar is brought into the site and the recycled coarse aggregate in an air-dried state is put in the site, if the amount of water corresponding to the effective water absorption rate of the regenerated coarse aggregate is corrected at the mortar manufacturing stage, the compressive strength and tensile strength, the static elastic modulus and the chloride ion penetration depth were about the same as when the recycled coarse aggregate in the surface dry state was used. In addition, it is considered that the same degree of fluidity as when the recycled coarse aggregate in the surface dry state is used even after pumping.
    VL  - 6
    IS  - 6
    ER  - 

    Copy | Download

Author Information
  • Department of Civil and Environmental Engineering, Honam University, Gwangju, Republic of Korea

  • Department of Civil and Environmental Engineering, Honam University, Gwangju, Republic of Korea

  • Sections