Enhancing The Strength Of Recycled Aggregate Concrete Incorporating Nanosilica Synthesized From Rice Husk Ash

Authors

  • Sangina Lamichhane Institute of Engineering, Lalitpur, Nepal
  • Shreeyash Acharya Institute of Engineering, Lalitpur, Nepal
  • Rishikesh Yadav Institute of Engineering, Lalitpur, Nepal
  • Gokarana Bahadur Motra Department of Applied Science and Chemical Engineering, IOE Pulchowk Campus, Tribhuvan University, Lalitpur, Nepal
  • Khem Raj Shrestha Department of Applied Science and Chemical Engineering, IOE Pulchowk Campus, Tribhuvan University, Lalitpur and Department of Civil Engineering, IOE Pulchowk Campus, Tribhuvan University, Lalitpur, Nepal

Keywords:

Compressive strength, Nanosilica, Recycled Aggregate, Rice husk, Sustainable

Abstract

Environmental and sustainability issues have transpired as a result of the fast population increase, ascending construction and demolition activities, so there is a need for new materials and construction waste management. This study investigates the use of nanosilica extracted from rice husk ash and recycled aggregates (RA) extracted from demolition sites. RA mechanical qualities were assessed, and nanosilica made from rice husk ash was added to concrete with different nanosilica dosages (0.4%, 0.8%, and 1.2%) along with 50% and 100% recycled aggregate substitutions. Tests of compressive strength revealed that nanosilica greatly increased the strength, validating RA as a workable and sustainable substitute material. Rice husk can also be a precursor for nanosilica production, promoting reuse and sustainability in construction.

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Published

2026-09-01

How to Cite

Lamichhane, S., Acharya, S., Yadav, R., Motra, G. B., & Shrestha, K. R. (2026). Enhancing The Strength Of Recycled Aggregate Concrete Incorporating Nanosilica Synthesized From Rice Husk Ash. Everest Advances in Science and Technology, 2(2), 71-78. https://doi.org/10.3126/east.v2i2.99467