Abstract
This study investigates the influence of quality of parent concrete (PC), from which recycled coarse aggregates (RCA) are procured, on mechanical properties of recycled aggregate concrete (RAC) for weight replacement percentages of 50 and 100%. Normal-strength concrete (NSC), medium-strength concrete (MSC), and high-strength concrete (HSC) are three types of PCs manufactured using natural coarse aggregates (NCAs) with compressive strengths of 20 MPa, 40 MPa, and 60 MPa, respectively. At both the replacement levels, PC had an appreciable effect on the properties of all the three grades of RAC studied. The properties of RAC, produced by using RCAs procured from the high-strength PC, in general, were superior to that of the RAC made with RCAs procured from the PC of NSC and the MSC. To validate the experimentally acquired results, correlations between mechanical properties were constructed. The dependence of concrete characteristics on PC and RCA replacement levels was established using linear equations. The results of the current study reveal high-strength PC should be preferred for making RAC.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
de Best, R. (2020). World and U.S. cement production 2010–2019. 43.
Waseem, S. A., & Singh, B. (2017). Shear transfer in normal- and high-strength recycled aggregate concrete. Journal of Testing and Evaluation, 46, 178–190. https://doi.org/10.1520/JTE20160184
Singh, M., Roy, A. B. D., Waseem, S., & Singh, H. (2021). Feasibility and performance analysis of carbonated recycled aggregate concrete. International Journal of Sustainable Engineering, 14, 761–775. https://doi.org/10.1080/19397038.2020.1856967
Waseem, S. A., Thakur, N., Islam, S. U., Kumar, M., & Saini, J. S. (2021). Cupola slag as partial replacement of fine aggregate in concrete—An experimental study. Journal of Building Engineering, 44, 103343. https://doi.org/10.1016/j.jobe.2021.103343
Buck, A. D. (1977). Recycled concrete as a source of aggregate. Journal American Concrete Institute, 74, 212–219. https://doi.org/10.14359/11004
Waseem, S. A., & Singh, B. (2018). An experimental study on shear capacity of interfaces in recycled aggregate concrete. Structural Concrete. https://doi.org/10.1002/suco.201700032
Waseem, S. A., & Singh, B. (2016). Shear transfer strength of normal and high-strength recycled aggregate concrete—An experimental investigation. Construction and Building Materials, 125, 29–40. https://doi.org/10.1016/j.conbuildmat.2016.08.022
Shejwadkar, N., Singh, B., & Waseem, S. A. (2017). Shear friction in recycled aggregate concrete. Journal of Sustainable Cement-Based Materials, 6, 17–36. https://doi.org/10.1080/21650373.2016.1212424
Waseem, S. A., & Singh, B. (2017). Shear strength of interfaces in natural and in recycled aggregate concrete. Canadian Journal of Civil Engineering, 44. https://doi.org/10.1139/cjce-2016-0317
Hossain, M. B., Islam, M. R., & Roknuzzaman, M. (2017). Effect of parent concrete strength on the strength of recycled aggregate concrete. Journal of Science and Technology, Journal of Science and Technology, 15, 34–39
Wang, Q., Geng, Y., Wang, Y., & Zhang, H. (2020). Drying shrinkage model for recycled aggregate concrete accounting for the influence of parent concrete. Engineering Structures, 202, 109888. https://doi.org/10.1016/j.engstruct.2019.109888
Zhang, W., & Ingham, J. M. (2010). Using recycled concrete aggregates in New Zealand ready-mix concrete production. Journal of Materials in Civil Engineering, 22, 443–450. https://doi.org/10.1061/(asce)mt.1943-5533.0000044
Akbarnezhad, A., Ong, K. C. G., Tam, C. T., & Zhang, M. H. (2013). Effects of the parent concrete properties and crushing procedure on the properties of coarse recycled concrete aggregates. Journal of Materials in Civil Engineering, 25, 1795–1802. https://doi.org/10.1061/(asce)mt.1943-5533.0000789
Kou, S. C., & Poon, C. S. (2015). Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete. Construction and Building Materials, 77, 501–508. https://doi.org/10.1016/j.conbuildmat.2014.12.035
Ying, J., Han, Z., Shen, L., & Li, W. (2020). Influence of parent concrete properties on compressive strength and chloride diffusion coefficient of concrete with strengthened recycled aggregates. Materials (Basel). https://doi.org/10.3390/ma13204631
Bureau of Indian Standard (BIS) (2013). IS: 8112—1989, Specification for 43 grade ordinary Portland cement. Bureau of Indian Standard Delhi, 17.
Bureau of Indian Standard (BIS) (1970). IS 383: 1970 Specification for coarse and fine aggregates from natural sources for concrete. Bureau of Indian Stand.
IS: 2386 (Part IV) (1963). IS : 2386 (Part IV)-1963-Methods of test for aggregates for concrete, part 4 : mechanical properties.
Nagataki, S., Gokce, A., Saeki, T., & Hisada, M. (2004). Assessment of recycling process induced damage sensitivity of recycled concrete aggregates. Cement and Concrete Research. https://doi.org/10.1016/j.cemconres.2003.11.008
IS 516:2014 (2004). Method of tests for strength of concrete.
ASTM C469 (2014) Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM International.
Chakradhara Rao, M. (2018). Properties of recycled aggregate and recycled aggregate concrete: Effect of parent concrete. Asian Journal of Civil Engineering, 19, 103–110. https://doi.org/10.1007/s42107-018-0011-x
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Waseem, S.A., Islam, S.U. (2023). Behavioral Study of RCA Concrete—Influence of Grade of Parent Concrete. In: Hau, K.K., Gupta, A.K., Chaudhary, S., Gupta, T. (eds) Recent Advances in Structural Engineering and Construction Management . Lecture Notes in Civil Engineering, vol 277. Springer, Singapore. https://doi.org/10.1007/978-981-19-4040-8_37
Download citation
DOI: https://doi.org/10.1007/978-981-19-4040-8_37
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-19-4039-2
Online ISBN: 978-981-19-4040-8
eBook Packages: EngineeringEngineering (R0)