Fresh and Hardened Properties of Concrete Incorporating Recycled Glass as 100% Sand Replacement
This manuscript investigates the use of glass cullet as a 100% sand replacement in Portland cement concrete (glasscrete) systems. Specifically, it evaluates the fresh and hardened properties of these systems in comparison with conventional natural sand concretes on a basis of similar 28-day design compressive strength or the same w/cm. The results show that glasscrete mixtures need a lower w/cm to match 28-day compressive strength of conventional concrete. In addition, glasscrete mixtures have a greater elastic modulus, less drying shrinkage, less water sorptivity, and greater resistance against chloride ion penetration. Empirical curves are developed to provide material engineers and suppliers with necessary design specifications on the proper w/cm to implement when proportioning glasscrete mixtures. This study concludes that glasscrete mixtures can be produced with adequate consistency and mechanical and durability performance, as long as alkali-silicate reaction is properly controlled by using pozzolanic materials.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08991561
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Supplemental Notes:
- Copyright © 2013 American Society of Civil Engineers
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Authors:
- Wright, Jared R.
- Cartwright, Chris
- Fura, Dan
- Rajabipour, Farshad
- Publication Date: 2013-11
Language
- English
Media Info
- Media Type: Digital/other
- Features: References;
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Serial:
- Journal of Materials in Civil Engineering
- Publisher: American Society of Civil Engineers
- ISSN: 0899-1561
- EISSN: 1943-5533
- Serial URL: http://ascelibrary.org/journal/jmcee7
Subject/Index Terms
- TRT Terms: Alkali silica reactions; Compressive strength; Glass; Mix design; Modulus of elasticity; Portland cement concrete; Recycled materials; Shrinkage; Sorption
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01499216
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Nov 21 2013 9:14AM