Scholarlink

This experiment mainly deals with the analysis of SCBA (Sugarcane bagasse Ash), a sustainable material as a partial replacement for Cementitious material in SCC. A detailed analysis was conducted to understand the effects of scan replacement on both fresh and hardened properties of SCC, where replacement levels Varied by SCBA by 3, 6, 9, 12 and15 percentages respectively by the weight of Cement. The Compressive strength of each percentage were evaluated, and hence results showed that up to 9% replacement level yields Comparable normal SCC strengths, while higher levels lead to a decrease. The experiment also evaluated the plastic Shrinkage studies of both (normal) SCC and SCBA replaced SCC, revealing that SCBA replacement significantly reduces plastic Contraction in SCC, which thereby increase the durability. The research not only proves but promotes an environmental and Sustainable approach in the field of Construction as well as concrete, providing a practical solution for the disposal of sugarcane bagasse ash and thereby reducing the Carbon footprint level of Construction Companies. The findings of this research demonstrate the utilization of SCBA as a partial replacement for cementitious material in SCC, offering improved durability and sustainable benefits. By Utilizing this positive approach. Industries can partially reduce its dependence on traditional Cementations material, minimize waste and promote sustainable development.

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Assessing the Performance of Self-compacting Concrete with Sugarbagasse Ash as a Cement Replacement: Shrinkage Behavior and Strength Development

  • 会议论文

  • 发表日期：

    2026年

查看全文
  • C. A. Abin Thomas,
  • Thomas Jose,
  • Ouseph Gregory Panackal,
  • V. R. Vishnudev,
  • S. Sarath Kumar

摘要

This experiment mainly deals with the analysis of SCBA (Sugarcane bagasse Ash), a sustainable material as a partial replacement for Cementitious material in SCC. A detailed analysis was conducted to understand the effects of scan replacement on both fresh and hardened properties of SCC, where replacement levels Varied by SCBA by 3, 6, 9, 12 and15 percentages respectively by the weight of Cement. The Compressive strength of each percentage were evaluated, and hence results showed that up to 9% replacement level yields Comparable normal SCC strengths, while higher levels lead to a decrease. The experiment also evaluated the plastic Shrinkage studies of both (normal) SCC and SCBA replaced SCC, revealing that SCBA replacement significantly reduces plastic Contraction in SCC, which thereby increase the durability. The research not only proves but promotes an environmental and Sustainable approach in the field of Construction as well as concrete, providing a practical solution for the disposal of sugarcane bagasse ash and thereby reducing the Carbon footprint level of Construction Companies. The findings of this research demonstrate the utilization of SCBA as a partial replacement for cementitious material in SCC, offering improved durability and sustainable benefits. By Utilizing this positive approach. Industries can partially reduce its dependence on traditional Cementations material, minimize waste and promote sustainable development.