A Study on Effect of PFA on Stabilized Material Using Direct Shear Test

M.S. Shakri; M.A. Hafez; M.A. Adnan

doi:10.4028/www.scientific.net/AMM.548-549.111

Paper Titles

Effect of Leaching Treatment on Mechanical Properties of Natural Rubber Latex (NRL) Products Filled Modified Kaolin
p.90

Optimization of Drying and Extraction Process of Pereskia bleo Leaves in Determining Antioxidant Properties Utilizing Pareto ANOVA
p.96

Performance Evaluation of Agarwood Distillation Waste as Retarder for High Strength Oilwell Cement
p.101

Filled-NR Conductive Thin Film: A Simple Route of Graphene Dispersion in Natural Rubber Latex
p.106

A Study on Effect of PFA on Stabilized Material Using Direct Shear Test
p.111

Enhanced Thermal Conductivity of Nanofluid by Synergistic Effect of Multi-Walled Carbon Nanotubes and Fe₂O₃ Nanoparticles
p.118

NIR and Upconversion Luminescence Properties of Nd³⁺ Doped in Gd₂O₃-CaO-SiO₂-B₂O₃ Glass System
p.124

To Produce Electromagnetic Shielding Material from Lignin of Black Liquor
p.129

Investigation into the Differences Chemical Properties of Laser Sintering Polymer Powders Using Fourier Transform Infrared Spectroscopy
p.133

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 548-549A Study on Effect of PFA on Stabilized Material...

A Study on Effect of PFA on Stabilized Material Using Direct Shear Test

Abstract:

Pulverized fuel ash (PFA) can be classified as hazardous Coal Combustion by-Product (CCP), which can contributes to the environmental pollution. According to (ACAA 2009), USA itself has produced approximately 125.5 million tons per annual of CCP which merely 56 million tons of these waste by-products has been successfully employed in applications and others still remain untreated. Disposal of these materials in landfills can deduce ecological. Thus, finding the solutions and methods of recycling these waste materials are needed, as it can be used as one of the materials in construction projects, engineering purpose or stabilizing process. Therefore, a study on direct shear test have been conducted and the data collected from this study were compared and analyzed through various methods to find out how does PFA works on improving geotechnical properties.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 548-549)

Pages:

111-117

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.548-549.111

Citation:

Cite this paper

Online since:

April 2014

Authors:

M.S. Shakri*, M.A. Hafez, M.A. Adnan

Keywords:

Chemical Improvement, Direct Shear Test, Pulverized Fuel Ash, Stabilized Material

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] J. Prabakar, et al in: Influence of Fly Ash on Strength Behavior of Typical Soils. Construction and Building Materials 18(4): 263-267. (2004).

DOI: 10.1016/j.conbuildmat.2003.11.003

Google Scholar

[2] S. Guleria and R. Dutta in: Tension and Compression Behaviour of Fly Ash-Lime-Gypsum Composite Mixed with Treated Tyre Chips. Inventi Impact: Civil Engineering. (2011).

DOI: 10.5402/2011/310742

Google Scholar

[3] K. B. Najim and M. R. Hall in: Mechanical and Dynamic Properties of Self-Compacting Crumb Rubber Modified Concrete. Construction and Building Materials 27(1): 521-530. (2012).

DOI: 10.1016/j.conbuildmat.2011.07.013

Google Scholar

[4] Babcock and Wilcox Company. Steam-Its Generation and Use. Bacock and Wilcox Company (39th Ed. ), p.656 (1978).

Google Scholar

[5] M. Janz and S. Johansson in: The function of Different Binding Agents in Deep Stabilization. Swedish Deep Stabilization Research Center, Linkoping: SGI 9. (2002).

Google Scholar

[6] N. Takada, in: Direct Shear Apparatus, Test Procedures and Results. Geotech. Test. J., Vol. 16, p.314–322. (1993).

DOI: 10.1520/gtj10052j

Google Scholar

[7] K. Terzaghi, R. Peck and G Mesri in: Soil Mechanics in Engineering Practice. John Wiley and Sons. NewYork. (1996).

Google Scholar

[8] ASTM D3080. Standard Tests Method ASTM International, West Conshochocken. PA (1998).

Google Scholar

[9] ASTM C150M. Standard Specification for Portland Cement. (2001).

Google Scholar

[10] R. Z. Moayed and A. Alizadeh, in: Effects of Shear Box Size on the Strength of Silty Sand in Direct Shear Tests. (2011).

Google Scholar

[11] R. Baker, in: Nonlinear Mohr Envelopes Based on Triaxial Data. Journal of Geotechnical and Geoenvironmental Engineering. ASCE, Vol. 130, No. 5, p.498–506. (2004).

DOI: 10.1061/(asce)1090-0241(2004)130:5(498)

Google Scholar