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March 21, 2026Low-carbon Materials and Green Construction3 citationsOpen Access

Influence of sugarcane bagasse ash on the workability and mechanical behaviour of 3D-printed mortar

SZShamaila ZiaYYYong YuanMIMuhammad Irfan-ul-Hassan

Key Points

  • This research aims to evaluate the effects of sugarcane bagasse ash on the performance of 3D-printed mortar by reducing environmental impact and enhancing properties.
  • Developed five mixtures of 3D-printed mortar with varying sugarcane bagasse ash dosages (0-20% replacement)
  • Conducted tests for flowability, hydration kinetics, setting time, and compressive strength
  • Used isothermal calorimetry to assess hydration acceleration effects of sugarcane bagasse ash
  • Increasing sugarcane bagasse ash decreased flowability of the mixtures
  • Setting time dropped significantly from 207.5 min to 49.5 min at 20% replacement
  • SBA enhanced compressive strength within the first 24 hours and up to 28 days

Abstract

Abstract 3D-printed mortar (3DPM) is associated with significant cement consumption, which raises substantial environmental concerns. This study investigates the reuse of sugarcane bagasse ash (SBA), which has a high SiO 2 content, in 3DPM to reduce carbon emissions and to promote sustainable development. The raw SBA was first dried and then ground. Then, five mixtures with varying SBA dosages, ranging from 0 to 20% cement replacement, were developed and tested. This study examines the effects of SBA on key properties of 3DPM, such as flowability, hydration kinetics, setting time, and compressive strength. The results indicate that increasing SBA content reduces the flowability of the mixtures. It significantly reduces the setting time from 207.5 min of the control mix to 49.5 min as the replacement ratio is 20% due to finer particles. The isothermal calorimeter test results indicate that SBA accelerates the cement hydration process, potentially reducing the usage of an accelerator in 3DPM. Including SBA in the mortar mix significantly increased compressive strength within the first 24 h and also up to 28 days. This accelerated reaction boosts the early-age strength development of the concrete mixture, making it especially suitable for applications that demand rapid strength gain.

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Cite This Study

Zia et al. (2026) studied this question.

synapsesocial.com/papers/69be37b96e48c4981c6778dehttps://doi.org/10.1007/s44242-026-00100-5
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