Technology for the utilisation of highly porous bottom ash, formed as by-product of thermal power stations using pulverised coal combustion, is under development. The technology is based on the combined use of bottom ash as an aggregate and fly ash as an additive in the production of lightweight concrete. Such technology offers a solution to the persistent ecological and economical problems caused by coal ash. The following problems were addressed: (a) increasing the concrete strength with a low cement content and set resultant density; and (b) increasing the coal ash volume while maintaining rigid control of the concrete radioactivity – radionuclides (226Ra, 232Th, 40K) present in coal ash. To solve both tasks, part of the bottom ash was replaced by a denser aggregate with a minimum radionuclide level; cheap unprocessed crushed sand was utilised. Favourable results suggest a widening of the utilisation of coal ash and quarry waste in lightweight concrete production.
Article navigation
August 2003
Research Article|
August 01 2003
Lightweight concrete containing thermal power station and stone quarry waste Available to Purchase
M. Nisnevich;
M. Nisnevich
*
The College of Judea and Samaria, Research Institute
P.O. Box 3, Ariel 44837, Israel
Search for other works by this author on:
G. Sirotin;
G. Sirotin
*
The College of Judea and Samaria, Research Institute
P.O. Box 3, Ariel 44837, Israel
Search for other works by this author on:
Y. Eshel
Y. Eshel
*
The College of Judea and Samaria, Research Institute
P.O. Box 3, Ariel 44837, Israel
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
April 24 2002
Revision Received:
October 16 2002
Accepted:
January 09 2003
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2003 Thomas Telford Ltd
2003
Magazine of Concrete Research (2003) 55 (4): 313–320.
Article history
Received:
April 24 2002
Revision Received:
October 16 2002
Accepted:
January 09 2003
Citation
Nisnevich M, Sirotin G, Eshel Y (2003), "Lightweight concrete containing thermal power station and stone quarry waste". Magazine of Concrete Research, Vol. 55 No. 4 pp. 313–320, doi: https://doi.org/10.1680/macr.2003.55.4.313
Download citation file:
Suggested Reading
Modelling bond strength of corroded plain bar reinforcement in concrete
Structural Concrete (September,2007)
The use of prestressed concrete piles to support integral abutments
Structural Concrete (September,2007)
Concrete members with plate reinforcement: mechanical bond analysis
Structural Concrete (December,2007)
Bond behaviour of NSM FRP strips in service
Structural Concrete (September,2008)
Failure analysis of a thin-webbed girder of post-tensioned concrete
Structural Concrete (March,2006)
Related Chapters
A new assessment model for shear in reinforced concrete bridges with short anchorage lengths
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
COMPARISON BETWEEN MIX PROPORTIONS METHODS ON CONCRETE RESISTANCE TO CHEMICAL DEGRADATION
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
CHLORIDE CONCENTRATION OF 25-YEAR-OLD CONCRETE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
