<p>This study investigates the optimization of M<sub>20</sub> grade sustainable concrete incorporating Recycled Concrete Aggregate (RCA) and Waste Glass Powder (WGP) through statistical validation. The experimental program evaluated mix designs incorporating varying percentages of RCA (28–40%) and WGP (15–30%) for mechanical and durability properties. Statistical analysis revealed strong correlations between strength parameters (R<sup>2</sup> &gt; 0.91) and durability indicators. The optimal mix incorporating 30% RCA and 20% WGP achieved 32.8&#xa0;MPa compressive strength at 28&#xa0;days, demonstrating viable performance for structural applications including load-bearing elements and reinforced concrete members. Durability assessment indicated controlled increases in water absorption (5.28–8.85%) and sorptivity (2.91–4.45&#xa0;mm/√min) at optimal replacement levels. This research provides a statistically validated framework for incorporating dual waste materials in structural concrete while maintaining essential performance requirements.</p>

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

Dual-Waste Valorization in Concrete: A Statistical Framework for RCA-WGP Integration

  • Sphurty Raman,
  • Raman Nateriya

摘要

This study investigates the optimization of M20 grade sustainable concrete incorporating Recycled Concrete Aggregate (RCA) and Waste Glass Powder (WGP) through statistical validation. The experimental program evaluated mix designs incorporating varying percentages of RCA (28–40%) and WGP (15–30%) for mechanical and durability properties. Statistical analysis revealed strong correlations between strength parameters (R2 > 0.91) and durability indicators. The optimal mix incorporating 30% RCA and 20% WGP achieved 32.8 MPa compressive strength at 28 days, demonstrating viable performance for structural applications including load-bearing elements and reinforced concrete members. Durability assessment indicated controlled increases in water absorption (5.28–8.85%) and sorptivity (2.91–4.45 mm/√min) at optimal replacement levels. This research provides a statistically validated framework for incorporating dual waste materials in structural concrete while maintaining essential performance requirements.