Chapter
Jan 13, 2020
Sixth International Conference on Transportation Engineering

Effect of Recycled Aggregate on the Properties of Road Base Materials

Publication: ICTE 2019

ABSTRACT

The utilization of recycled aggregates in civil engineering is an effective way to deal with construction waste and conserve natural resource. This paper presents a study on the effect of recycled aggregate obtained from waste concrete on the properties of road base materials. The gradations of both natural aggregate and recycled aggregate were designed according to the upper limit, median value, and lower limit of standard gradation, respectively. The natural aggregate was replaced by recycled aggregate with the replacement of 25%, 50%, 75%, and 100% by volume, respectively. The maximum dry density, optimal moisture content, unconfined compressive strength, and drying shrinkage were investigated for road base materials. It was shown that aggregate prepared with upper limit gradation exhibited the better optimal moisture content, while the road base material prepared with median gradation aggregate showed the best 7-day unconfined compressive strength. The optimal moisture content and the maximum dry density of road base material would be both increased with increasing the replacement level of recycled aggregate. Recycled aggregate can improve the 7-day unconfined compressive strength of the road base material within a certain replacement percent.

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ACKNOWLEDGMENT

The investigation and results reported in this paper are supported by Technology Program (Technology-2014-04-002) from GuangDong Province Department of Transportation, Technology Program (JCYJ20150831200925298) from Science and Technology Innovation Committee of ShenZhen, Technology Program (JX2016CG-F014) from Housing and Construction Bureau of ShenZhen.

REFERENCES

Arabani, M., and Azarhoosh, A. R. (2012). “The effect of recycled concrete aggregate and steel slag on the dynamic properties of asphalt mixtures.” Constr. Build. Mater., 35, 1–7.
Ahmed, S. F. U. (2014) “Existence of Dividing Strength in Concrete Containing Recycled Coarse Aggregate” J. Mater. Civ. Eng., 26(4): 784-788
Bravo, M., de Brito, J., Pontes, J., and Evangelista, L., (2015). “Durability performance of concrete made with aggregates from construction and demolition waste recycling plants.” Constr. Build. Mater., 77, 357–369.
Çakır, Ö., and Sofyanh, Ö. (2015). “Influence of silica fume on mechanical and physical properties of recycled aggregate concrete.” HBRC J., 11(2), 157–166.
Etxeberria, M., Vazquez, E., and Mari, A. (2006). “Microstructure analysis of hardened recycled aggregate concrete.” Mag. Concr. Res., 58(10), 683–690.
Kou, S. C., and Poon, C. S. (2012). “Enhancing the durability properties of concrete prepared with coarse recycled aggregate.” Constr. Build. Mater., 35, 69–76.
Padmini, A. K., Raamamurthy, K., and Mathews, M. S. (2009). “Influence of parent concrete on the properties of recycled aggregate concrete.” Constr. Build. Mater., 23(2), 829–836.
Ryu, J. S. (2002). “An experimental study on the effect of recycled aggregate on concrete properties.” Mag. Concr. Res., 54(1), 7–12.
SHI, C., LI, Y., ZHANG, J., et al.(2016) “Performance Enhancement of Recycled Concrete Aggregate–A Review.” Journal of Cleaner Production, 112: 466-472
Tam, V. W. Y., Wang, K., and Tam, C. M. (2008). “Assessing relationships among properties of demolished concrete, recycled aggregate and recycled aggregate concrete using regression analysis.” J. Hazard. Mater., 152(2), 703–714.
WU, J.Y., ZHANG, Y.S., et al. (2018) “Mechanical Properties and ITZ Microstructure of Recycled Aggregate Concrete Using Carbonated Recycled Coarse Aggregate.” Journal of Wuhan University of Technology-Mater. 33(6), 648-653.
XIAO, T., LI, H., JIN, C.Z., (2017). “A dissertation on the highway application properties research of cement stabilized construction waste recycled aggregate.” Communications Science and Technology Heilongjiang. 280(6), 1-2.
ZHANG, C., DING, J.Z., GUO, J.S., (2002). “Use of scrap concrete materials in semi-rigid base-course.” Journal of Chang’an University(Natural Science Edition). 22(5), 1-4.

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Published In

Go to ICTE 2019
ICTE 2019
Pages: 796 - 802
Editors: Xiaobo Liu, Ph.D., Southwest Jiaotong University, Qiyuan Peng, Ph.D., Southwest Jiaotong University, and Kelvin C. P. Wang, Ph.D., Oklahoma State University
ISBN (Online): 978-0-7844-8274-2

History

Published online: Jan 13, 2020

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School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, P.R. China. E-mail: [email protected]
Wencui Yang [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, P.R. China. E-mail: [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, P.R. China. E-mail: [email protected]
Penghuan Liu [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, P.R. China. E-mail: [email protected]
Dachuan Zhang [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, P.R. China. E-mail: [email protected]

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