Effect of Particle Size on Properties of Concrete with Rubber Crumbs

Yang He; Fei Xu; Hua Wei

doi:doi:10.11648/j.ajce.20221003.11

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Effect of Particle Size on Properties of Concrete with Rubber Crumbs

Yang He, Fei Xu, Hua Wei

Published in American Journal of Civil Engineering (Volume 10, Issue 3)

Received: 16 May 2022 Published: 19 May 2022

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Abstract

The number of waste tires is increasing in recent decades. Landfilling and incineration are not only consuming the land resources, but also severely endangered the ecological environment and human health. Therefore, how to recycle waste tires effectively becomes an urgent issue. Certain researches have established that crushing waste tire into powders and adding them in concrete mixer can improve the brittleness and durability of concrete materials. In this paper, the workability, mechanical properties and durability of concrete with rubber crumbs (RCC) were studied. Fine aggregate (FA) was replaced by rubber crumbs of 6 particle sizes, the usage equaled the 10% volume of the FA. The microstructure and pore structure of RCC are analyzed by SEM and MIP. The test results revealed: (1) Due to the difference of air entrainment and absorption, rubber crumb with different particle sizes has different effects on the workability of concrete mixture; (2) The addition of rubber crumbs reduced the strength of concrete, but the relationship between strength and particle size was not monotonous. The compressive strength of RCC decreased at first, then increased with the increase of particle size; (3) The air entraining effect of rubber powder can improve the frost resistance of concrete; (4) The changes of micro morphology and pore structure led to the modification of performances of RCC.

Published in	American Journal of Civil Engineering (Volume 10, Issue 3)
DOI	10.11648/j.ajce.20221003.11
Page(s)	79-87
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), 2022. Published by Science Publishing Group

Keywords

Rubber Crumb, Concrete, Durability, Mechanical Property, Pore Structure

References

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[2]	Khalid B. Najim, Matthew R. Hall, Mechanical and dynamic properties of self-compacting crumb rubber modified concrete, Construction and Building Materials. 27 (Feb. 2012) 521-530.
[3]	Qi Guo, Prediction on damage evolution of recycled crumb rubber concrete using quantitative cloud imagine correlation, Construction and Building Materials. 209 (Jun. 2019) 340-353.
[4]	Y. M. Zhang, Internal stress development and fatigue performance of normal and crumb rubber concrete, Journal of Materials in Civil Engineering. 27 (2) (Feb. 2015) A4014006.
[5]	Osama Youssf, Experimental Investigation of Crumb Rubber Concrete Columns under Seismic Loading, Structures. 3 (Aug. 2015) 13-27.
[6]	Osama Youssf, Julie E. Mills, Assessment of the mechanical performance of crumb rubber concrete, Construction and Building Materials. 125 (Oct. 2016) 175-183.
[7]	Abdelaziz Meddah, Miloud Beddar, Use of shredded rubber tire aggregates for roller compacted concrete pavement, Journal of Cleaner Production. 72 (1) (Jun. 2014) 187-192.
[8]	Bashar S. Mohammed, Musa Adamu, Mechanical performance of roller compacted concrete pavement containing crumb rubber and nano silica, Construction and Building Materials. 159 (Jan. 2018) 234-251.
[9]	Kunal Bisht, P. V. Ramana, Waste to resource conversion of crumb rubber for production of sulfuric acid resistant concrete, Construction and Building Materials. 194 (Jan. 2019) 276-286.
[10]	Mohammad Saberiana, Jie Li, Permanent deformation behaviour of pavement base and subbase containing recycle concrete aggregate, coarse and fine crumb rubber, Construction and Building Materials. 178 (Jul. 2018) 51-58.
[11]	GB/T 14685-2011, Pebble and crushed stone for construction, Beijing: Standard Press of China. 2011.
[12]	Alen E. Richardson, Kathryn A. Coventry, Gavin Ward, Freeze/thaw protection of concrete with optimum rubber crumb content, Journal of Cleaner Production. 23 (1) (Mar. 2012) 96-103.
[13]	Fatih Ozcan, Mehmet Emin Koc, Influence of ground pumice on compressive strength and air content of both non-air and air entrained concrete in fresh and hardened state, Construction and Building Materials. 187 (Oct. 2018) 382-393.
[14]	D. A Silva, V. M John, Pore size distribution of hydrated cement pastes modified with polymers, Cement and Concrete Research, 31 (8) (Aug. 2001) 1177-1184.

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APA Style

Yang He, Fei Xu, Hua Wei. (2022). Effect of Particle Size on Properties of Concrete with Rubber Crumbs. American Journal of Civil Engineering, 10(3), 79-87. https://doi.org/10.11648/j.ajce.20221003.11

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ACS Style

Yang He; Fei Xu; Hua Wei. Effect of Particle Size on Properties of Concrete with Rubber Crumbs. Am. J. Civ. Eng. 2022, 10(3), 79-87. doi: 10.11648/j.ajce.20221003.11

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AMA Style

Yang He, Fei Xu, Hua Wei. Effect of Particle Size on Properties of Concrete with Rubber Crumbs. Am J Civ Eng. 2022;10(3):79-87. doi: 10.11648/j.ajce.20221003.11

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@article{10.11648/j.ajce.20221003.11,
  author = {Yang He and Fei Xu and Hua Wei},
  title = {Effect of Particle Size on Properties of Concrete with Rubber Crumbs},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {3},
  pages = {79-87},
  doi = {10.11648/j.ajce.20221003.11},
  url = {https://doi.org/10.11648/j.ajce.20221003.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221003.11},
  abstract = {The number of waste tires is increasing in recent decades. Landfilling and incineration are not only consuming the land resources, but also severely endangered the ecological environment and human health. Therefore, how to recycle waste tires effectively becomes an urgent issue. Certain researches have established that crushing waste tire into powders and adding them in concrete mixer can improve the brittleness and durability of concrete materials. In this paper, the workability, mechanical properties and durability of concrete with rubber crumbs (RCC) were studied. Fine aggregate (FA) was replaced by rubber crumbs of 6 particle sizes, the usage equaled the 10% volume of the FA. The microstructure and pore structure of RCC are analyzed by SEM and MIP. The test results revealed: (1) Due to the difference of air entrainment and absorption, rubber crumb with different particle sizes has different effects on the workability of concrete mixture; (2) The addition of rubber crumbs reduced the strength of concrete, but the relationship between strength and particle size was not monotonous. The compressive strength of RCC decreased at first, then increased with the increase of particle size; (3) The air entraining effect of rubber powder can improve the frost resistance of concrete; (4) The changes of micro morphology and pore structure led to the modification of performances of RCC.},
 year = {2022}
}

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TY  - JOUR
T1  - Effect of Particle Size on Properties of Concrete with Rubber Crumbs
AU  - Yang He
AU  - Fei Xu
AU  - Hua Wei
Y1  - 2022/05/19
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221003.11
DO  - 10.11648/j.ajce.20221003.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 79
EP  - 87
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221003.11
AB  - The number of waste tires is increasing in recent decades. Landfilling and incineration are not only consuming the land resources, but also severely endangered the ecological environment and human health. Therefore, how to recycle waste tires effectively becomes an urgent issue. Certain researches have established that crushing waste tire into powders and adding them in concrete mixer can improve the brittleness and durability of concrete materials. In this paper, the workability, mechanical properties and durability of concrete with rubber crumbs (RCC) were studied. Fine aggregate (FA) was replaced by rubber crumbs of 6 particle sizes, the usage equaled the 10% volume of the FA. The microstructure and pore structure of RCC are analyzed by SEM and MIP. The test results revealed: (1) Due to the difference of air entrainment and absorption, rubber crumb with different particle sizes has different effects on the workability of concrete mixture; (2) The addition of rubber crumbs reduced the strength of concrete, but the relationship between strength and particle size was not monotonous. The compressive strength of RCC decreased at first, then increased with the increase of particle size; (3) The air entraining effect of rubber powder can improve the frost resistance of concrete; (4) The changes of micro morphology and pore structure led to the modification of performances of RCC.
VL  - 10
IS  - 3
ER  -

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Author Information

Yang He

Nanjing Hydraulic Research Institute, Ministry of Water Resources, Ministry of Transport & National Energy of Administration, Nanjing China
Fei Xu

Nanjing Hydraulic Research Institute, Ministry of Water Resources, Ministry of Transport & National Energy of Administration, Nanjing China
Hua Wei

Nanjing Hydraulic Research Institute, Ministry of Water Resources, Ministry of Transport & National Energy of Administration, Nanjing China

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Plain Text BibTeX RIS

APA Style

Yang He, Fei Xu, Hua Wei. (2022). Effect of Particle Size on Properties of Concrete with Rubber Crumbs. American Journal of Civil Engineering, 10(3), 79-87. https://doi.org/10.11648/j.ajce.20221003.11

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ACS Style

Yang He; Fei Xu; Hua Wei. Effect of Particle Size on Properties of Concrete with Rubber Crumbs. Am. J. Civ. Eng. 2022, 10(3), 79-87. doi: 10.11648/j.ajce.20221003.11

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AMA Style

Yang He, Fei Xu, Hua Wei. Effect of Particle Size on Properties of Concrete with Rubber Crumbs. Am J Civ Eng. 2022;10(3):79-87. doi: 10.11648/j.ajce.20221003.11

Copy | Download

@article{10.11648/j.ajce.20221003.11,
  author = {Yang He and Fei Xu and Hua Wei},
  title = {Effect of Particle Size on Properties of Concrete with Rubber Crumbs},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {3},
  pages = {79-87},
  doi = {10.11648/j.ajce.20221003.11},
  url = {https://doi.org/10.11648/j.ajce.20221003.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221003.11},
  abstract = {The number of waste tires is increasing in recent decades. Landfilling and incineration are not only consuming the land resources, but also severely endangered the ecological environment and human health. Therefore, how to recycle waste tires effectively becomes an urgent issue. Certain researches have established that crushing waste tire into powders and adding them in concrete mixer can improve the brittleness and durability of concrete materials. In this paper, the workability, mechanical properties and durability of concrete with rubber crumbs (RCC) were studied. Fine aggregate (FA) was replaced by rubber crumbs of 6 particle sizes, the usage equaled the 10% volume of the FA. The microstructure and pore structure of RCC are analyzed by SEM and MIP. The test results revealed: (1) Due to the difference of air entrainment and absorption, rubber crumb with different particle sizes has different effects on the workability of concrete mixture; (2) The addition of rubber crumbs reduced the strength of concrete, but the relationship between strength and particle size was not monotonous. The compressive strength of RCC decreased at first, then increased with the increase of particle size; (3) The air entraining effect of rubber powder can improve the frost resistance of concrete; (4) The changes of micro morphology and pore structure led to the modification of performances of RCC.},
 year = {2022}
}

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TY  - JOUR
T1  - Effect of Particle Size on Properties of Concrete with Rubber Crumbs
AU  - Yang He
AU  - Fei Xu
AU  - Hua Wei
Y1  - 2022/05/19
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221003.11
DO  - 10.11648/j.ajce.20221003.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 79
EP  - 87
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221003.11
AB  - The number of waste tires is increasing in recent decades. Landfilling and incineration are not only consuming the land resources, but also severely endangered the ecological environment and human health. Therefore, how to recycle waste tires effectively becomes an urgent issue. Certain researches have established that crushing waste tire into powders and adding them in concrete mixer can improve the brittleness and durability of concrete materials. In this paper, the workability, mechanical properties and durability of concrete with rubber crumbs (RCC) were studied. Fine aggregate (FA) was replaced by rubber crumbs of 6 particle sizes, the usage equaled the 10% volume of the FA. The microstructure and pore structure of RCC are analyzed by SEM and MIP. The test results revealed: (1) Due to the difference of air entrainment and absorption, rubber crumb with different particle sizes has different effects on the workability of concrete mixture; (2) The addition of rubber crumbs reduced the strength of concrete, but the relationship between strength and particle size was not monotonous. The compressive strength of RCC decreased at first, then increased with the increase of particle size; (3) The air entraining effect of rubber powder can improve the frost resistance of concrete; (4) The changes of micro morphology and pore structure led to the modification of performances of RCC.
VL  - 10
IS  - 3
ER  -

Copy | Download