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Improvement of Geotechnical Properties of Aged Municipal Solid Wastes Using Dredged Sand and Portland Composite Cement

  • Md. Maruful Hoque
  • M. Tauhid Ur Rahman
  • Md. Shoriful Alam Mondal
Conference paper
Part of the Advances in Science, Technology & Innovation book series (ASTI)

Abstract

Closed municipal solid waste (MSW) landfill site reclamation is an opportunity for post closure and other infrastructure development in land scarce Bangladesh. But the task is challenging due to a lot of uncertainty and lack of study in the geotechnical properties of aged MSW. The test samples were prepared by mixing with a mixing ratio of 4:1 of dredged sand and Portland composite cement (PCC) type CEM II (Bangladesh standard BDS EN 197-1:2003) mixer with the 5, 10 and 15% of dry weight of aged municipal solid waste collected from Matuail, the largest MSW landfill site of Bangladesh. The unit weight varied from 6.5 to 13 kN/m3. It has been showed that by increasing dredged sand-PCC mixer from 0 to 15% (0–20% dredged sand), the cohesion intercept increased from 9 to 35 kPa and the internal friction angle increased from 25° to 45°. The other two important geotechnical properties that are the compression and secondary compression indices decreased from 0.35 to 0.20 and 0.060 to 0.030, respectively. By increasing the additives of dredged sand and PCC, the shear strength, compression and mechanical properties of aged MSW samples are increased substantially.

Keywords

Dredged sand PCC Municipal solid waste Ground improvement Geotechnical properties 

References

  1. 1.
    Fatahi, B., Khabbaz, H.: J. Soils Sediments 13, 1201 (2013).  https://doi.org/10.1007/s11368-013-0720-4
  2. 2.
    Feng, S.J., Gao, K.W., Chen, Y.X., Li, Y., Zhang, L.M., Chen, X.: Geotechnical properties of municipal solid waste at Laogang Landfill, China. Waste. Manage. (2016). http://dx.doi.org/10.1016/j.wasman.2016.09.016
  3. 3.
    Sowers, G.F.: Settlement of waste disposal fills. In: Proceedings of 8th International Conference on Soil Mechanics Foundation Engineering, Moscow (1973)Google Scholar
  4. 4.
    Landva, A.O., Clark, J.I.: Geotechnics of waste fill. Geotechnics of waste fills theory and practice, ASTM STP 1070. In: Landva, A., Knowles, G.D. (eds.) American Society for Testing and Materials. Philadelphia, Pennsylvania, pp. 86–103 (1990)Google Scholar
  5. 5.
    Gabr, M.A., Valero, S.N.: Geotechnical properties of municipal solid waste. ASTM. Geotech. Test. J. 18(2), 241–251 (1995)CrossRefGoogle Scholar
  6. 6.
    Wall, D.K., Zeiss, C.: Municipal landfill biodegradation and settlement. J. Environ. Eng. 121(3), 214–224 (1995)CrossRefGoogle Scholar
  7. 7.
    Jones, D.R.V., Taylor, D.P., Dixon, N.: Shear strength of waste and its use in landfill stability. In: Proceedings of the Geoenvironmental Engineering Conference, Thomas Telford, pp. 343–350 (1997)Google Scholar
  8. 8.
    Eid, H.T., Stark, T.D., Evans, W.D., Sherry, P.E.: Municipal solid waste slope failure. I: Waste and foundation soil properties. J. Geotech. Geoenviron. Eng. 126(5), 397–407 (2000)Google Scholar
  9. 9.
    Pelkey, S.A., Valsangkar, A.J., Landva, A.: Shear displacement dependent strength of municipal solid waste and its major constituents. Geotech. Test. J. 24(4), 381–390 (2001)CrossRefGoogle Scholar
  10. 10.
    Hossain, M.S.: Mechanics of compressibility and strength of solid waste in bioreactor landfills. Dissertation, Doctor of Philosophy, Department of Civil Engineering, North Carolina State University at Raleigh, USA (2002)Google Scholar
  11. 11.
    Anderson, E.O., Balanko, L.A., Lem J.M., Davis, D.H.: Field monitoring of the compressibility of municipal solid waste and soft alluvium. In: Proceedings 5th International Conference on Case Histories in Geotechnical Engineering, New York (2004)Google Scholar
  12. 12.
    Durmusoglu, E., Sanchez, I.M., Corapcioglu, M.Y.: Permeability and compression characteristics of municipal solid waste samples. Environ. Geol. 50, 773–786 (2006)CrossRefGoogle Scholar
  13. 13.
    Reddy, K.R., Hettiarachchi, H., Parakalla, N., Gangathulasi, J., Bogner, J.: Geotechnical properties of fresh municipal solid waste at Orchard Hills Landfill, USA. Waste Manage. 29(2), 952–995 (2009)CrossRefGoogle Scholar
  14. 14.
    Caicedo, B., Yamin, L., Giraldo, E., Coronado, O.: Geomechanical properties of municipal solid waste in Dona Juana sanitary landfill. Environ. Geotech. (4th ICEG), De Mell & Almeida (des). (2002) Swets & Zeitlinger, Lisse. ISBN 90 5809 5010Google Scholar
  15. 15.
    Hossain, M.S., Gabr, M.A., Barlaz, M.A.: Relationship of compressibility parameters to municipal solid waste decomposition. J. Geotech. Geoenvironmental Eng. 129(12), 1151–1158 (2003)Google Scholar
  16. 16.
    Pandey, R.K.: Investigation of shear strength properties of municipal solid waste and slope stability analysis. Int. J. Res Appl. Sci. Eng. Technol. V(IX), 491–496 (2017)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Md. Maruful Hoque
    • 1
  • M. Tauhid Ur Rahman
    • 2
  • Md. Shoriful Alam Mondal
    • 3
  1. 1.Climate Change Lab, Department of Civil EngineeringMilitary Institute of Science and TechnologyMirpur, DhakaBangladesh
  2. 2.Department of Civil EngineeringMilitary Institute of Science and TechnologyMirpur, DhakaBangladesh
  3. 3.Department of Civil EngineeringBangladesh University of Engineering and TechnologyDhakaBangladesh

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