Effect of Absorbent Polymer Balls (APBs) with Varying Contents on the Mechanical and Shrinkage Properties of Internally Cured
References
- Adams, C. J., Bose, B., Olek, J., & Erk, K. A. (2022). Evaluation of mix design strategies to optimize flow and strength of mortar internally cured with superabsorbent polymers. Construction and Building Materials, 324, 126664.
- Ahmed, I. F., & Abdul Ameer, A. S. (2015). Volumetric change of concrete containing water absorption polymer balls. International Journal of Science and Research (IJSR).
- Al-Mulla Ikram, & Al-Rihimy, A. (2026). Enhancing the autogenous shrinkage behaviour of high-strength concrete by using water absorption polymer balls. Civil and Environmental Engineering. Advance online publication.
https://doi.org/10.2478/cee-2026-0072 . - Al-Mulla Ikram, F., Al-Ameeri, A. S., & Al-Attar, T. S. (2024). Creep coefficient and specific creep of engineered cementitious composite–bendable concrete. Civil and Environmental Engineering, 20(1), 377–386.
https://doi.org/10.2478/cee-2024-0029 . - Al-Mulla, M. S. (2026). Advanced mechanisms of internal curing in high-performance concrete. Journal of Civil Engineering Technology, 12(1), 45–58.
- Al-Mulla, M. S. (2026). Enhancing the interfacial transition zone (ITZ) in eco-friendly concrete using SAP technology. Materials and Structures Journal, 29(3), 89–104.
- Al-Mulla, M. S., & Aziz, R. K. (2026). Impact of absorbent polymer balls on the microstructure of geopolymer SIFCON. Engineering Structures Review, 18(2), 210–225.
- Al-Shammari, S., & Al-Mulla, I. (2026). Autogenous shrinkage reduction in concrete using eco-efficient hybrid internal curing (WAPB and LWA). Civil and Environmental Engineering. Advance online publication.
https://doi.org/10.2478/cee-2026-0090 . - ASTM International. (2007). ASTM C490-07: Standard practice for use of apparatus for the determination of length change of hardened cement paste, mortar, and concrete. ASTM International.
- ASTM International. (2004). ASTM C496/C496M-04: Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM International.
- ASTM International. (n.d.). ASTM C143: Standard test method for slump of hydraulic-cement concrete. ASTM International.
- Bentz, D. P., & Weiss, W. J. (2011). Internal curing: A 2011 state-of-the-art review (NISTIR Report). National Institute of Standards and Technology.
- British Standards Institution. (1989). BS 1881-116:1989: Method for determination of compressive strength of concrete cubes. British Standards Institution.
- Carrasquillo, R. L., Nilson, A. H., & Slate, F. O. (1987). Properties of high-strength concrete subjected to relevant environmental conditions. University of Texas at Austin.
- De Meyst, L., Mannekens, E., Van Tittelboom, K., & De Belie, N. (2021). The influence of superabsorbent polymers (SAPs) on autogenous shrinkage in cement paste, mortar and concrete. Construction and Building Materials, 286, 122948.
- Dewar, J. D. (1964). The indirect tensile strength of concrete of different aggregates and water-cement ratios. Cement and Concrete Association.
- Esteves, L. P. (2011). Superabsorbent polymers: A review on their use in concrete. Materials and Structures, 44(8), 1389–1400.
- Hashim, A. S. (2020). Sustainability in concrete technology. Baghdad University Press.
- Hashimoto, S., Ichiazki, S., & Mizutani, S. (2006). Application of superabsorbent polymer to concrete. Journal of Advanced Concrete Technology, 4(1), 123–134.
- Huang, H., Qu, X., & Hong, S. (2022). Prediction of autogenous shrinkage of concrete incorporating superabsorbent polymers. Construction and Building Materials, 318, 125951.
https://doi.org/10.1016/j.conbuildmat.2021.125951 . - Iraqi Organization for Standardization and Quality Control. (1984). IOS No. 5: Portland cement. IQS.
- Iraqi Organization for Standardization and Quality Control. (1984). IOS No. 45: Aggregates. IQS.
- Jensen, O. M. (2013). Use of superabsorbent polymers in concrete. Concrete International, 35(1), 48–52.
- Jensen, O. M., & Hansen, P. F. (2001). Water-entrained self-concreting concrete: Design and hydration. Cement and Concrete Research, 31(11), 1547–1554.
- Kakinuma, Y., Kokubu, K., & Ohno, A. (2022). Influence of internal curing using superabsorbent polymers on the properties of ultra-high-strength concrete. Journal of Advanced Concrete Technology, 20(2), 144–157.
https://doi.org/10.3151/jact.20.144 . - Ma, X., Yuan, Q., Liu, J., & Shi, C. (2019). Effect of water absorption of SAP on the rheological properties of cement-based materials with ultra-low w/b ratio. Construction and Building Materials, 195, 66–74.
- Mehta, P. K., & Monteiro, P. J. M. (2014). Concrete: Microstructure, properties, and materials (4th ed.). McGraw-Hill Education.
- Morinaga, Y., et al. (2022). Effect of superabsorbent polymer on internal curing and microstructure of cementitious materials. Journal of Advanced Concrete Technology, 20(4), 215–228.
- Neville, A. M. (2011). Properties of concrete (5th ed.). Pearson Education.
- Powers, T. C. (1958). Structure and physical properties of hardened Portland cement paste. Journal of the American Ceramic Society, 41(1), 1–6.
- Yang, J. F., Ji, K. Y., & Huang, Z. H. (2019). Effect of superabsorbent polymers on the self-healing and mechanical properties of concrete. Journal of Materials in Civil Engineering, 31(4), 04019014.
https://doi.org/10.1061/(ASCE)MT.1943-5533.0002621 . - Yu, Z., Wu, L., Zhang, C., Chen, Q., & Bangi, T. (2022). Investigation of SAP content on the shrinkage and tensile properties of ultra-high-performance concrete. Construction and Building Materials, 345, 128402.
DOI: https://doi.org/10.2478/cee-2027-0016 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Mar 18, 2026
Accepted on: May 7, 2026
Published on: Sep 16, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
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© 2026 Kamal Ali Mohammed, Nadia Moneem Al-Abdaly, Husein Ali Zeini, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.