Impact Strength of Oil-Palm Shell on Lightweight Concrete Slabs Reinforced with a Geo-Grid
This paper focuses on the biotechnology of concrete. Oil palm shells (OPSs) are a main solid pollutant of the environment and can be used as a replacement for the conventional aggregate in lightweight concrete. An experimental investigation on the impact resistance of OPS lightweight concrete with a geo-grid was performed. A mix design was determined through various trial mixes to ensure the OPS lightweight concrete could achieve the required structural performance. A self-fabricated drop-weight impact test rig was used to simulate a low-velocity projectile impact on the slab specimens. Three parameters were tested for impact resistance on specimens with and without geo-grid reinforcement, as follows: (1) OPS content, (2) geo-grid types, and (3) geo-grid layers. Inclusion of OPS reduces the impact resistance of concrete and a geo-grid layer improves the impact resistance, but the effect is more pronounced for ultimate crack resistance than the first crack resistance. A comparison between geo-grid types indicated that Geo-Grid 80/80 has an overall better performance in lightweight concrete for impact resistance.
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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:
- © 2014 American Society of Civil Engineers.
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Authors:
- Al Qadi, Arabi N S
- Al-Kadi, Qahir N S
- Al-Zaidyeen, Sleiman M
- Publication Date: 2015-10
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 04014264
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Serial:
- Journal of Materials in Civil Engineering
- Volume: 27
- Issue Number: 10
- Publisher: American Society of Civil Engineers
- ISSN: 0899-1561
- EISSN: 1943-5533
- Serial URL: http://ascelibrary.org/journal/jmcee7
Subject/Index Terms
- TRT Terms: Cracking; Geogrids; Impact; Lightweight concrete; Mix design; Simulation; Slabs
- Subject Areas: Bridges and other structures; Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01549513
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Jan 2 2015 10:15AM