Effect of Superabsorbent Polymer (SAP) Size on Microstructure and Compressive Strength of Concrete

• Published in: Polymers Vol. 16; no. 2; p. 197
• Main Authors: Niu, Xiaobo, Zhang, Yile, Elakneswaran, Yogarajah, Sasaki, Miyu, Takayama, Takeshi, Kawai, Hajime
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 01.01.2024; MDPI
• Subjects: Analysis; Cement hydration; Cement paste; Compressive strength; Concrete; Concrete curing; Concrete mixing; Contact angle; Curing; Dicalcium silicate; Humidity; Hydration; hydration rate; Identification and classification; Influence; Mechanical properties; Polymers; Porosity; size; superabsorbent polymer; Superabsorbent polymers; Japan; compressive strength; concrete; superabsorbent polymer; size; hydration rate; porosity
• ISSN: 2073-4360; 2073-4360
• DOI: 10.3390/polym16020197

Superabsorbent polymers (SAPs) are hydrophilic, polymeric network materials renowned for their ability to enhance various properties of cementitious materials. This investigation examines the impact of SAP size on the hydration degree, porosity, and compressive strength of cement pastes and concrete under diverse curing conditions and ageing periods. The findings reveal that SAP addition stimulates the hydration of the C S phase, particularly during the early curing stages, thereby favouring early strength development. However, the effect of SAPs on hydration promotion diminishes as their size increases. Conversely, the size of SAPs affects the hydration range of their action, and the 400 µm SAP demonstrates the most extensive range of hydration enhancement, reaching up to 105 µm. Additionally, SAPs effectively reduce porosity in small pores (4 nm-10 μm), with 200 μm and 400 μm SAPs exhibiting the highest efficacy. While analysing the effects of SAPs on larger pores (>10 μm), the results show that although larger SAPs result in larger average porosity, the total porosity is effectively reduced, particularly in samples incorporating 400 μm SAP. The compressive strength of cement paste, even after 28 days, is slightly reduced following the introduction of SAPs. However, the strength of concrete, due to the naturally occurring pores eliminating the negative effects of the pores produced by SAPs, is significantly increased following the introduction of SAPs, especially 400 µm SAP.