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

Nam Wook Kim; Min Hwan Kim

doi:doi:10.11648/j.jccee.20210606.15

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

Nam Wook Kim, Min Hwan Kim

Published in Journal of Civil, Construction and Environmental Engineering (Volume 6, Issue 6)

Received: 20 November 2021 Accepted: 14 December 2021 Published: 24 December 2021

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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), 2024. 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.

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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

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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

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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

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@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}
}

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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  -

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Author Information

Nam Wook Kim

Department of Civil and Environmental Engineering, Honam University, Gwangju, Republic of Korea
Min Hwan Kim

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

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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

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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

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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  -

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