Geotechnical and Seismic Design Considerations for Mine Tailings Dam

Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 62)


A mining operation produces enormous quantities of fine-grained wastes called ‘tailings’, which are commonly disposed of as slurry in impoundments, necessitating the construction of engineered earth structures (tailings dam) of considerable heights. Consequently, the stability analysis of these earth structures becomes a primary concern. The paper presents the various civil and geotechnical engineering issues attendant in the design and construction of tailings dam. Emphasis is directed towards the stability analysis methods using limit-equilibrium approach and numerical (finite-element) analysis. Case studies using both methods are presented. The importance of a site-specific approach for selecting seismic parameters, as well as the need for a comprehensive and continuous monitoring program during and after construction is also discussed.


tailings dam slope stability limit-equilibrium method finite-element method 


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The authors acknowledge the assistance provided and valuable discussions with Engr. Martin Luther L. Cocson and Dr. Ramon D. Quebral of AMH Philippines, Inc., as well as Dr. William M. Tanzo of the University of the Philippines and Engr. Marcelo A. Bolano of Benguet Corporation. The example presented was based on projects undertaken by the authors.


  1. Abramson, L.W., Lee, T.S., Sharma, S., and Boyce, G.M. (2002). Slope Stability and Stabilization Methods. John Wiley and Sons, Inc., New York.Google Scholar
  2. Australian National Committee on Large Dams, Inc. (2012). Guidelines on Tailings Dams – Planning, Design, Construction, Operation and Closure. Tasmania, Australia.Google Scholar
  3. Craig, R.F. (2004). Soil Mechanics. Chapman and Hall, London.Google Scholar
  4. Das, B.M. (2009). Principles of Geotechnical Engineering. Cengage Learning. Stamford.Google Scholar
  5. Fukushima, Y. and Tanaka T. (1990). A new attenuation relation for peak horizontal acceleration of strong earthquake ground motion in Japan. Bulletin of the Seismological Society of America.Google Scholar
  6. International Commission on Large Dams (1989). Selecting Seismic Parameters for Large Dams. ICOLD Committee on Seismic Aspects of Dam Design. Paris.Google Scholar
  7. Kramer, S. L. (1996). Geotechnical Earthquake Engineering. Prentice-Hall, Inc., New Jersey.Google Scholar
  8. Krinitzky, E.L., Gould J.P., and Edinger P.H. (1993). Fundamentals of Earthquake Resistant Construction. John Wiley and Sons, Inc., New York.Google Scholar
  9. Mines and Geosciences Bureau. (2010). Geology of the Philippines.Google Scholar
  10. Orense, R.P. (2003). Geotechnical Hazards: Nature, Assessment and Mitigation. The University of the Philippines (UP) Press, Quezon City.Google Scholar
  11. Thenhaus, P.C., et. al. (1994). Estimates of Regional Ground Motion Hazard in the Philippines. United States Geological Survey (USGS) and Philippine Institute of Volcanology and Seismology (PHIVOLCS).Google Scholar
  12. US Environmental Protection Agency (1994). Design and Evaluation of Tailings Dams. US EPA Office of Solid Waste – Special Waste Branch, Washington D.C.Google Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.AMH Philippines, Inc.Diliman, Quezon CityPhilippines
  2. 2.University of the Philippines DilimanQuezon CityPhilippines

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