Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC‐ and LC 3 ‐50‐Based Cementitious Composites of Various Strengths

• Published in: Advances in materials science and engineering 2024-01, Vol.2024 (1)
• Main Authors: Ayub, Tehmina, Jamil, Tariq, Ayub, Ayesha, Khan, Asad-Ur-Rehman, Mehmood, Eraj, Sheikh, Muhammad Danyal
• Format: Article
• Language: English
• ISSN: 1687-8434; 1687-8442
• DOI: 10.1155/2024/8860083

This study assesses the compressive strength and drying shrinkage behavior of cement and LC 3 ‐50‐based cementitious composites containing glass powder. A total of four, i.e., 20, 35, 50, and 60 MPa, strengths of cementitious composites were targeted by varying the mix composition and water‐to‐cement ratios. In all four composite mix types, locally available glass powder was used as 0, 5, 10, and 15% added as a partial replacement of cement and LC 3 ‐50. The novelty of this research is the addition of waste glass powder as an alternative to silica fume, especially in a high‐strength composite (including 50 and 60 MPa). The aim was to investigate the efficiency of waste glass powder in providing eco‐friendly composites. The compressive strength was determined following ASTM C 109 standard and the drying shrinkage test followed ASTM C 157 standard. The results of compressive strength in the enhancement using up to 10% waste glass powder are beneficial in enhancing strength and reducing drying shrinkage. Furthermore, the use of LC 3 ‐50 initially reduced compressive strength up to 14 days while increased at 28 days compared to OPC. Contrariwise, the initial drying shrinkage was higher in LC 3 ‐50 specimens and lower at later ages compared to OPC. A detailed investigation of existing shrinkage models for mortar/composite is assessed, and limitations are also discussed.