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June 3, 2026Journal of Composites Science0 citationsOpen Access

Sonochemical Biosilica Derived from Rice Husk Ash for Cementitious Composites in 3D Concrete Printing

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КВКорчунов Иван ВасильевичSUSergey Alekseevich UdodovPBPhilip Aleksandrovich Belov

Key Points

  • The aim is to synthesize biosilica from rice husk ash and integrate it into cementitious composites for 3D concrete printing.
  • Synthesized micro- and nano-sized biosilica from rice husk ash via calcination at 700 °C and sonochemical treatment.
  • Conducted laboratory tests including X-ray powder diffraction, infrared spectroscopy, differential thermogravimetric analysis, and scanning electron microscopy to analyze properties.
  • Performed 3D concrete printing tests to assess the impact of NBS on shape retention, layer slump, and bond strength.
  • Incorporating 1.72 wt.% nanoscale biosilica significantly improved compressive strength and hydration rate.
  • Showed enhanced shape retention and reduced layer slump in the printed composites.
  • Improved interlayer bond strength was noted due to the pozzolanic reactivity of the biosilica.

Abstract

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.

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Cite This Study

Васильевич et al. (2026) studied this question.

synapsesocial.com/papers/6a1fc76ddee9eb8c0dce84f0https://doi.org/10.3390/jcs10060302
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