Engineering Properties of Inorganic Polymer Concretes (IPCs)
This paper presents the engineering properties of inorganic polymer concretes (IPCs) with a compressive strength of 50 MPa. The study includes a determination of the modulus of elasticity, Poisson's ratio, compressive strength, and the splitting tensile strength and flexural strength of IPCs, formulated using 3 different sources of Class-F fly ash. Six IPC mix designs were adopted to evaluate the effects of the inclusion of coarse aggregates and granulated blast furnace slag into the mixes. 90 cylindrical and 24 small beam specimens were investigated, and all tests were carried out pursuant to the relevant Australian Standards. Although some variability between the mixes was observed, the results show that, in most cases, the engineering properties of IPCs compare favorably to those predicted by the relevant Australian Standards for concrete mixtures.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00088846
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Supplemental Notes:
- Abstract reprinted with permission from Elsevier
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Authors:
- Sofi, M
- van Deventer, J S J
- Mendis, P A
- Lukey, G C
- Publication Date: 2007-2
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 251-257
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Serial:
- Cement and Concrete Research
- Volume: 37
- Issue Number: 2
- Publisher: Elsevier
- ISSN: 0008-8846
- Serial URL: http://www.sciencedirect.com/science/journal/00088846
Subject/Index Terms
- TRT Terms: Compressive strength; Fly ash; Inorganic compounds; Modulus of elasticity; Polymer concrete; Properties of materials
- Uncontrolled Terms: Amorphous material; Geopolymers
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 01046614
- Record Type: Publication
- Files: TRIS
- Created Date: Apr 5 2007 5:50PM