Sonochemical Biosilica Derived from Rice Husk Ash for Cementitious Composites in 3D Concrete Printing
The study presents an approach to the synthesis of micro- and nano-sized biosilica from rice husk ash (RHA) and describes its effective incorporation into cementitious composites for 3D concrete printing (3DCP). It is demonstrated that the calcination of rice husk at 700 °C, followed by sonochemical treatment, leads to the formation of a nanoscale silica phase with high pozzolanic reactivity. X-ray powder diffraction (XRD), infrared spectroscopy (IR), differential thermogravimetric analysis (DTG), and scanning electron microscopy (SEM) show that the incorporation of nano-biosilica (NBS) into the cementitious composites accelerates the hydration process through a nucleation effect and pozzolanic reaction. This, in turn, densifies the hardened cement microstructure and improves compressive strength significantly. Laboratory 3D concrete printing tests demonstrate that adding 1.72 wt.% NBS improves shape retention, decreases layer slump, and improves interlayer bond strength. The results indicate the viability of rice husk ash-derived biosilica as a supplementary cementitious material (SCM) in 3DCP due to its positive influence on the concrete mortar properties and parameters.
Authors
- Потапова Екатерина Николаевна
- Корчунов Иван Васильевич
- Шубабко Ольга Эдуардовна
- Philip Aleksandrovich Belov
- Aleksandr Alekseevich Susla
- Ksenia Sergeevna Serkina (ORCID: https://orcid.org/0009-0002-2386-7398)
- Anna Viktorovna Shkalenko (ORCID: https://orcid.org/0000-0002-9505-9819)
- Sergey Alekseevich Udodov
- Ekaterina Alekseevna Smolskaya (ORCID: https://orcid.org/0009-0001-1355-549X)
Institutions
- D. Mendeleyev University of Chemical Technology of Russia (RU)
- Kuban State Technological University (RU)
- Moscow Polytechnic University (RU)
Publication Details
- Journal
- Journal of Composites Science
- Published
- 2026-05-31
- DOI
- https://doi.org/10.3390/jcs10060302
- Primary Topic
- Innovations in Concrete and Construction Materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00