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A platform for research: civil engineering, architecture and urbanism
Mechanical Performance Evaluation of Concrete with Waste Coarse Ceramic Aggregate
This study aims to describe the experimental work to illustrate and evaluate the mechanical behaviour of concrete with waste ceramic (floor tiles) coarse aggregate. Concrete included the following materials natural fine aggregate (NFA), natural coarse aggregate (NCA) and waste ceramic aggregate (WCA). Concrete was prepared with WCA replacing in NCA in absolute volume percentage in of 0, 10, 20, 30, 50 and 100%. All the concretes were prepared with similarity aggregate size gradation and workability. In the hardened case, the concrete performance was evaluated by split tensile strength, compressive strengthen, flexural strengthen and combined flexural and torsion. The results show significant improvement in feasibility the partially replacement of NCA by WCA, in spite of the mechanical behaviour of concrete reductions with the rising replacement of NCA by WCA in case of compressive, tensile and flexure strength, whereas in case of combined flexural and torsion, it is increasing up to 20% replacement.
Mechanical Performance Evaluation of Concrete with Waste Coarse Ceramic Aggregate
This study aims to describe the experimental work to illustrate and evaluate the mechanical behaviour of concrete with waste ceramic (floor tiles) coarse aggregate. Concrete included the following materials natural fine aggregate (NFA), natural coarse aggregate (NCA) and waste ceramic aggregate (WCA). Concrete was prepared with WCA replacing in NCA in absolute volume percentage in of 0, 10, 20, 30, 50 and 100%. All the concretes were prepared with similarity aggregate size gradation and workability. In the hardened case, the concrete performance was evaluated by split tensile strength, compressive strengthen, flexural strengthen and combined flexural and torsion. The results show significant improvement in feasibility the partially replacement of NCA by WCA, in spite of the mechanical behaviour of concrete reductions with the rising replacement of NCA by WCA in case of compressive, tensile and flexure strength, whereas in case of combined flexural and torsion, it is increasing up to 20% replacement.
Mechanical Performance Evaluation of Concrete with Waste Coarse Ceramic Aggregate
Lecture Notes in Civil Engineering
Ahmed, Sirajuddin (editor) / Abbas, S. M. (editor) / Zia, Hina (editor) / Mohammed, Hadee (author) / Ahmed, Shakeel (author)
2020-04-21
13 pages
Article/Chapter (Book)
Electronic Resource
English
Coarse aggregate , Mechanical properties , Recycled aggregate , Concrete , Floor tiles , Ceramic waste aggregate Engineering , Transportation Technology and Traffic Engineering , Sustainable Architecture/Green Buildings , Urban Economics , Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution , Cyber-physical systems, IoT , Sustainable Development
Mechanical properties of concrete utilising waste ceramic as coarse aggregate
| British Library Online Contents | 2016
Mechanical properties of concrete utilising waste ceramic as coarse aggregate
| Online Contents | 2016
Mechanical properties of concrete utilising waste ceramic as coarse aggregate
| British Library Online Contents | 2016