The Strength of Fly Ash-Bottom Ash (FA-BA) Mixtures as Backfill Material in Ground Improvement Works

Article Preview

Abstract:

In Malaysia, coal has been used as a raw material to generate electricity since 1988. In the past, most of the wastage of coal burning especially the bottom ash was not managed properly as it was dumped in the waste pond and accumulated drastically. This research has been conducted to explore the physical characteristic and geotechnical properties of fly ash-bottom ash (FA-BA) mixtures that consist of 30% FA, 50% FA, 70% FA and 90% FA by weight. The physical characteristics, that include the specific gravity, particle size distribution and compaction, were tested for each mixture without any curing. However, the geotechnical properties of the mixtures that include the permeability and shear strength had been studied at various curing periods (0, 14 and 28 days) to review the effect of time on the geotechnical properties of the mixtures. The results show that mixtures with higher FA composition have lower value of specific gravity, well-graded, and need less moisture to be compacted efficiently compared to those mixtures with lower FA composition. The results also show that mixtures with higher FA composition have less drainage characteristics but can be improved by prolonging the curing period. The maximum shear strength was obtained at mixture with 50%FA and the value increased with curing periods. The friction angle obtained ranged from 270 to 370. It is also found that the mixtures with lower FA composition are more compressible compared to the mixtures with higher FA composition. The results obtained could be used by others to determine the suitability of different FA-BA mixtures for various usage in Geotechnical Engineering work such as for soil improvement work in weak soils or as backfill materials in embankment construction.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

937-943

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A. Karim, C. Lovell, R. Salgado, Building Embankments of Fly/Bottom Ash Mixtures., Civil Engineering Joint Transportation Research Program, Purdue Libraries. (1997).

DOI: 10.5703/1288284313157

Google Scholar

[2] American Society for Testing and Materials. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM D854-00.

Google Scholar

[3] Method of Testing of Soils for Civil Engineering Purposes, London, BS 1377 (1990).

Google Scholar

[4] B. Kim, M. Prezzi, R. Salgado, Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments. Journal Of Geotechnical And Geoenvironmental Engineering, Vol. 131, No. 7. (2005).

DOI: 10.1061/(asce)1090-0241(2005)131:7(914)

Google Scholar

[5] R.F. Craig, Soil Mechanics, 7th Ed. FN Spoons. (2004).

Google Scholar

[6] S. Diamond, Selection and Use of Fly Ash for Highway Concrete, Report No. FHWA/IN/JHRP-85/8, Final Report, School of Civil Engineering, Purdue University, West Lafayette, Indiana. (1985).

Google Scholar

[7] A.M. DiGioia, Ash Uti1ization in Embankment Construction, Use of Coal Combustion By-Products In Highway Construction Workshop, University of Southern Indiana Forum for Coal Ash Uti1ization (USIFCAU) and Indiana Department of Transportation (INDO), Indianapolis, IN. (1994).

Google Scholar

[8] N. Gofar, K.A. Kassim, Introduction to Geotechnical Engineering (Part 1). Pearson, Prentice Hall. (2007).

Google Scholar

[9] H.W. Huang, and C.W. Lovell, Use of Bottom Ash and Slags in Highway Construction, Fourth International Symposium on the reclamation, Treatment, and Utilization of Coal Mining Wastes, Karnkow, Poland, Sep. pp.358-368. (1993).

Google Scholar

[10] W.H. Huang, The Use of Bottom Ash In Highway Embankments, Subgrades, and Sub-bases, Joint Highway Research Project, Final Report, FHWAIIN/IHRP-90/4, Purdue University, W. Lafayette, Indiana. (1990).

DOI: 10.5703/1288284313434

Google Scholar

[11] R.J. McLaren and A.M. DiGioia, The typical engineering properties of fly ash. Proc., Geotechnical Practice for Waste Disposal, Geotechnical Special Publication No. 13, E. Wood, ed. (1987).

Google Scholar

[12] Muhardi, A. Marto, K.A. Kassim, A.M. Makhtar, Engineering Characteristics of Tanjung Bin Coal Ash, Vol 15 (2010), Bund. K. Universiti Teknologi Malaysia. (2010).

Google Scholar