AUTOCLAVED AERATED CONCRETE FROM SLATE WASTE. PART 2: SOME PROPERTY/POROSITY RELATIONSHIPS
Another paper provides some property/density relationships for a series of experimental slate-based autoclaved aerated concretes which cover a wide range of densities. The present paper goes on to discuss the corresponding property/porosity relationships for the same series. Porosity is characterised by the solid/pore volume ratio, vs/vp, which stems from a very simple physical model of the materials. Regression analysis indicates that compressive strength, flexural modulus and strength, as well as fracture characteristics, can be regarded as linear functions of vs/vp within a reasonable degree of approximation. (TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/02625075
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Corporate Authors:
Construction Press Limited
Lunesdale House
Hornby, Lancaster, England -
Authors:
- Watson, K L
- Publication Date: 1980-9
Media Info
- Features: Figures; References;
- Pagination: p. 121-123
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Serial:
- International Journal of Lightweight Concrete
- Volume: 2
- Issue Number: 3
- Publisher: Construction Press Limited
- ISSN: 0262-5075
Subject/Index Terms
- TRT Terms: Aeration; Aggregates; Bending; Compression; Compressive strength; Concrete; Density; Failure; Flexure; Lightweight concrete; Mathematical models; Modulus; Porosity; Regression analysis; Slate; Strength of materials; Waste products (Materials); Wastes
- Uncontrolled Terms: Autoclaves
- ITRD Terms: 4577: Aggregate; 4563: By product; 5532: Compression; 5586: Deflection; 5908: Density; 5520: Failure; 4740: Lightweight concrete; 6473: Mathematical model; 5938: Porosity; 5544: Strength (mater)
- Subject Areas: Data and Information Technology; Environment; Geotechnology; Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;
Filing Info
- Accession Number: 00331821
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD, TRIS
- Created Date: Aug 15 1981 12:00AM