Mechanical and Durability Analysis of Recycled Materials

The mechanical and durability properties were best at 45% GGBS and 5% Waste Glass with 0.4 water/cement ratio. The recycled materials implemented for mix proportion were waste glass provided considerably to enhance its properties when added with GGBS. In most of the research work, the effect of WG a...

Full description

Saved in:
Bibliographic Details
Published inKey engineering materials Vol. 882; pp. 228 - 236
Main Authors Jethoo, Ajay Singh, Ramana, P.V., Agnihotri, Anamika
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 16.04.2021
Subjects
Compressive strength
Concrete aggregates
Durability
Flexural strength
GGBS
Impact analysis
Recycled materials
Substitutes
Tensile strength
Water reuse
Water-cement ratio
GGBS
Glass Waste
Micro-Structural Analysis
Mechanical Performance
Cement
Online AccessGet full text

Cover

More Information
Summary:The mechanical and durability properties were best at 45% GGBS and 5% Waste Glass with 0.4 water/cement ratio. The recycled materials implemented for mix proportion were waste glass provided considerably to enhance its properties when added with GGBS. In most of the research work, the effect of WG and GGBS in concrete as a partial substitution of fine aggregate and cement individually is analyzed. Previous studies only show the individual impact of these concrete recycled materials on mechanical and durability properties. In the present study, an exact optimum substitution level of cement by GGBS (15 – 60% at an increment of 15%) and fine aggregate by the waste glass (5 – 20% at an increase of 5%) combined for OPC concrete mix. Mechanical (compressive strength, split tensile strength and flexural strength) and microstructural properties (FESEM) were observed on the combination of waste glass and GGBS concrete mix.
Bibliography:Selected, peer-reviewed papers from the International Conference on Advances in Material Science (ICAMS 2020), October 3, 2020, Pune, India
ISSN:1013-9826
1662-9795
1662-9795
DOI:10.4028/www.scientific.net/KEM.882.228