Skip to main content
Top
Published in: Bulletin of Engineering Geology and the Environment 2/2024

01-02-2024 | Original Paper

Seismic analysis of hybrid tailings dams: Insights into stability and responses

Authors: T. S. Aswathi, Ravi S. Jakka

Published in: Bulletin of Engineering Geology and the Environment | Issue 2/2024

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The escalating scarcity of disposal areas for tailings and the prevalence of abandoned conventional tailings dams necessitate innovative construction methods, leading to the emergence of hybrid tailings dams. These dams amalgamate two conventional methodologies, enabling the revitalization and reutilization of abandoned dams by enhancing the dam height. This study aims to rigorously assess the stability and responses of hybrid tailings dams, focusing on their behaviour under static and seismic conditions, through Finite Element Method (FEM) analyses. The seismic responses of six distinct hybrid tailings dams were meticulously analysed employing the equivalent linear method. Three varying earthquake motions were considered. The analyses uncovered that the upper segment of the hybrid construction profoundly impacts the response and stability of the entire dam. Nevertheless, overlaying any other hybrid method, be it downstream or centerline, over the upstream method was found to be satisfactory under low to medium seismic conditions. One noteworthy finding was the possibility of raising existing abandoned upstream method of tailings dams with critical stability issues. It is found that it is safe to use hybrid methods of construction such as downstream and centerline over exiting upstream methods of tailings construction without compromising its stability. In conclusion, our study underscores the pragmatic and sustainable potential of hybrid methods, excluding the upstream method in upper constructions, as a viable solution to address the scarcity of disposal areas. This approach not only offers a practical means to revitalize existing tailings dams but also contributes to the advancement of hybrid tailings dam construction practices.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literature
go back to reference ANCOLD (2019) Guidelines on tailings dams planning, design, construction, operation and closure - Addendum ANCOLD (2019) Guidelines on tailings dams planning, design, construction, operation and closure - Addendum
go back to reference Blight GE, Tronscoso J, Fourie AB, Wolski W (2000) Issues in the geotechnics of mining wastes and tailings. In: Proceedings of GeoEng 2000, an International Conference on Geotechnical and Geological Engineering, Melbourne, November 2000. pp 1253–1285 Blight GE, Tronscoso J, Fourie AB, Wolski W (2000) Issues in the geotechnics of mining wastes and tailings. In: Proceedings of GeoEng 2000, an International Conference on Geotechnical and Geological Engineering, Melbourne, November 2000. pp 1253–1285
go back to reference Bowles JE (1979) Physical and geotechnical properties of soils. McGraw-Hill Book Company, New York Bowles JE (1979) Physical and geotechnical properties of soils. McGraw-Hill Book Company, New York
go back to reference Castro G, Troncoso J (1989) Effects of 1985 Chilean earthquake on three tailing dams. In: Proceedings of the 5th Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile Castro G, Troncoso J (1989) Effects of 1985 Chilean earthquake on three tailing dams. In: Proceedings of the 5th Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile
go back to reference Chakraborty D, Choudhury D (2009) Investigation of the behavior of tailings earthen dam under seismic conditions. Am J Eng Appl Sci 2(3):559–564CrossRef Chakraborty D, Choudhury D (2009) Investigation of the behavior of tailings earthen dam under seismic conditions. Am J Eng Appl Sci 2(3):559–564CrossRef
go back to reference Chambers DM, Higman B (2011) Long term risks of tailings dam failure. Center for Science in Public Participation, Bozeman, Montana, pp 1–21 Chambers DM, Higman B (2011) Long term risks of tailings dam failure. Center for Science in Public Participation, Bozeman, Montana, pp 1–21
go back to reference Davies MP, McRoberts EC, Martin TE (2002) Static liquefaction of tailings—fundamentals and case histories. In: Proceedings, Tailings Dams 2002. ASDSO/USCOLD, Las Vegas. pp 233–255 Davies MP, McRoberts EC, Martin TE (2002) Static liquefaction of tailings—fundamentals and case histories. In: Proceedings, Tailings Dams 2002. ASDSO/USCOLD, Las Vegas. pp 233–255
go back to reference Hashash YMA, Musgrove MI, Harmon JA, Ilhan O, Xing G, Numanoglu O, Groholski DR, Phillips CA, Park D (2020) DEEPSOIL 7.0, User Manual. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign Hashash YMA, Musgrove MI, Harmon JA, Ilhan O, Xing G, Numanoglu O, Groholski DR, Phillips CA, Park D (2020) DEEPSOIL 7.0, User Manual. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign
go back to reference Idriss IM, Boulanger RW (2008) Soil liquefaction during earthquakes. Earthquake Engineering Research Institute Idriss IM, Boulanger RW (2008) Soil liquefaction during earthquakes. Earthquake Engineering Research Institute
go back to reference International Commission on Large Dams (2001) Tailings dams: risk of dangerous occurrences: lessons learnt from practical experiences (121). United Nations Publications. International Commission on Large Dams (2001) Tailings dams: risk of dangerous occurrences: lessons learnt from practical experiences (121). United Nations Publications.
go back to reference Krahn J (2014a) Dynamic earthquake modeling with GeoStudio: an engineering methodology. GEO-SLOPE, Calgary Krahn J (2014a) Dynamic earthquake modeling with GeoStudio: an engineering methodology. GEO-SLOPE, Calgary
go back to reference Krahn J (2014b) Stability modeling with GeoStudio: an engineering methodology. GEO-SLOPE, Calgary Krahn J (2014b) Stability modeling with GeoStudio: an engineering methodology. GEO-SLOPE, Calgary
go back to reference Kramer SL (1996) Geotechnical earthquake engineering. Pearson Education India Kramer SL (1996) Geotechnical earthquake engineering. Pearson Education India
go back to reference Lee KL, Albaisa A (1974) Earthquake induced settlements in saturated sands. J Geotech Eng Div 100(4):387–406CrossRef Lee KL, Albaisa A (1974) Earthquake induced settlements in saturated sands. J Geotech Eng Div 100(4):387–406CrossRef
go back to reference Mabes DL, James HH, Williams RE (1977) Physical properties of Pb–Zn mine-process wastes. In: Proceedings of the conference on geotechnical practice for disposal of solid waste materials, specialty conference of the geotechnical engineering division, Ann Arbour, Michigan, New York, 13–15 June, pp 103–117 Mabes DL, James HH, Williams RE (1977) Physical properties of Pb–Zn mine-process wastes. In: Proceedings of the conference on geotechnical practice for disposal of solid waste materials, specialty conference of the geotechnical engineering division, Ann Arbour, Michigan, New York, 13–15 June, pp 103–117
go back to reference McKee BE, Robinson KE, Urlich CM (1978) Upstream design for extension of an abandoned tailings pond. In: Proceedings of the 2nd International Tailings Symposium, Denver, Colo., May 1978, Edited by G.O. Argall. Miller Freeman Publications, San Francisco, California. pp 210–233 McKee BE, Robinson KE, Urlich CM (1978) Upstream design for extension of an abandoned tailings pond. In: Proceedings of the 2nd International Tailings Symposium, Denver, Colo., May 1978, Edited by G.O. Argall. Miller Freeman Publications, San Francisco, California. pp 210–233
go back to reference Moriwaki Y, Akky MR, Ebeling AM, Idriss IM, Ladd RS (1982) Cyclic strength and properties of tailings slimes. In: Dynamic Stability of Tailings Dams. American Society of Civil Engineers, New York. Preprint 82–539 Moriwaki Y, Akky MR, Ebeling AM, Idriss IM, Ladd RS (1982) Cyclic strength and properties of tailings slimes. In: Dynamic Stability of Tailings Dams. American Society of Civil Engineers, New York. Preprint 82–539
go back to reference Nimbalkar SS, Choudhury D (2010) Effect of amplification on seismic stability of tailings dam. In Soil dynamics and earthquake engineering: proceedings of GeoShanghai international conference 2010. Shanghai, China, ASCE, GSP 201:340–346. https://doi.org/10.1061/41102(375)42 Nimbalkar SS, Choudhury D (2010) Effect of amplification on seismic stability of tailings dam. In Soil dynamics and earthquake engineering: proceedings of GeoShanghai international conference 2010. Shanghai, China, ASCE, GSP 201:340–346. https://​doi.​org/​10.​1061/​41102(375)42
go back to reference Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analyses. Report EERC 70–10, Earthquake Engineering Research Center, University of California, Berkeley Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analyses. Report EERC 70–10, Earthquake Engineering Research Center, University of California, Berkeley
go back to reference Seed HB, Idriss IM, Makdisi F, Bannerjee N (1975) Representation of irregular stress time histories by equivalent uniform stress series in liquefaction analyses. Report No. UCB/EERC/75-29, Earthquake Engineering Research Center, University of California, Berkeley, California Seed HB, Idriss IM, Makdisi F, Bannerjee N (1975) Representation of irregular stress time histories by equivalent uniform stress series in liquefaction analyses. Report No. UCB/EERC/75-29, Earthquake Engineering Research Center, University of California, Berkeley, California
go back to reference Sladen JA, D’hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22(4):564–578CrossRef Sladen JA, D’hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22(4):564–578CrossRef
go back to reference Vick SG (1990) Planning, design, and analysis of tailings dams. BiTech Publishers Ltd. Vick SG (1990) Planning, design, and analysis of tailings dams. BiTech Publishers Ltd.
Metadata
Title
Seismic analysis of hybrid tailings dams: Insights into stability and responses
Authors
T. S. Aswathi
Ravi S. Jakka
Publication date
01-02-2024
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 2/2024
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-024-03541-z

Other articles of this Issue 2/2024

Bulletin of Engineering Geology and the Environment 2/2024 Go to the issue