Tổng Quan Về Các Cơ Chế Thất Bại Địa Kỹ Thuật Của Đập Chứa Khoáng Sản Truyền Thống

Australian Government Department of Industry Tourism and Resources (2007) Tailings management: Leading Practice Sustainable Development Program for the Mining Industry. Canberra. Viewed 16 March 2017. https://www.industry.gov.au/data-and-publications/leading-practice-handbook-tailings-management Australian National Committee on Large Dams (ANCOLD) (2003) Guidelines on dam safety management. Australian National Committee on Large Dams (ANCOLD) (2012) Guidelines on tailings dams – planning design, construction, operation, and closure. Azam S, Li Q (2010) Tailings dam failures: a review of the last 100 years. In: Geotechnical News: Waste GEOtechnics, pp 50–53 Boulanger RW, Idriss IM (2006) Liquefaction susceptibility criteria for silts and clays. J Geotech Geoenviron 132(11):1413–1426 Briaud JL (2008) Case histories in soil and rock erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees. J Geotech Geoenviron 134(10):1425–1447 Briaud JL, Chen HC, Govindasamy AV, Storesund R (2008) Levee erosion by overtopping in the New Orleans during the Katrina Hurricane. J Geotech Geoenviron 134(5):618–632 Clarkson L, Williams D (2019) Critical review of tailings dam monitoring best practice. Int J Min Reclam Environ. https://doi.org/10.1080/17480930.2019.1625172 Davies, M, Martin, D & Lighthall, P (2002a) Mine tailings dams - when things go wrong Davies M, Mcroberts E, Martin T (2002) Static liquefaction of tailings – fundamentals and case histories. Davies MP, Lighthall PC, Rice S, Martin TE (2002b) Design of tailings dams and impoundments. In: Proceedings of the Tailings and Mine Waste Practices. SME, Phoenix Davies MP, Rice S (2001) An alternative to conventional tailings management – “dry stack” filtered tailings. In: Proceedings of Tailings and Mine Waste 2001, Fort Collins, pp 411–420 Díaz-Rodrigues, López-Molina (2008) Strain thresholds in soil dynamics. In: Proceedings of the 14th World Conference on Earthquake Engineering, Beijing Engels J (2016) Water management considerations for conventional storage, viewed 16 March 2017, http://www.tailings.info/technical/water.htm Fannin RJ, Slangen P (2014) On the distinct phenomena of suffusion and suffosion. Géotechnique 4(4):289–294 Federal Emergency Management Agency (FEMA) (2014) Technical manual: overtopping protection alternatives for dams. Fell R, MacGregor P, Stapledon D, Bell G, Foster M (2015) Geotechnical engineering of dams¸ 2nd edn. CRC Press/ Balkema, The Netherlands Gibson G, Sandiford M (2013) Seismicity and induced earthquakes. Office of the NSW Chief Scientist and Engineer. Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice Hall, Englewood Cliffs, New Jersey Huzjak RJ, Prochaska AB (2012) Bedrock settlement beneath a large embankment dam. In: Proceedings of the Biennial Geotechnical Seminar 2012. American Society of Civil Engineers ICOLD (2001) Tailings dams. Transport. Placement. Decantation. Review and recommendations. International Commission on Large Dams. Bulletin 101. IDV Solutions (2012) Earthquakes since 1898, viewed 12 February 2017, http://uxblog.idvsolutions.com/2012/06/earthquakes-since-1898.html Jantzer I (2009) Critical hydraulic gradients in tailings dams: Comparison to natural analogies, Licentiate Thesis, Luleå University of Technology, Sweden. Klohn EJ (1979) Seepage control for tailings dams. In: Tailings and waste disposal-seepage, contamination, regulations, and control, British Columbia, Canada Leonards GA (1982) Investigation of failures. Sixteenth Terzaghi Lecture. ASCE J Geotech Eng 108(Number GT2, February):224–283 Liang JZ, Elias D (2010) Seismic evaluation of tailings storage facility. Australian Earthquake Engineering Society, Perth Martin TE (2002) Characterisation of pore pressure conditions in upstream tailings dams. Mokhtari M, Dehghani M (2012) Swell-shrink behavior of expansive soils, damage and control. Electron J Geotech Eng (EJGE) 17:2673–2682 Narita K (2000) Design and construction of embankment dams. Aichi Institute of Technology, Toyota Nelson SA (2013) EENS 3050: slope stability, triggering events, mass movement hazards, Online Course Notes, Tulane University, Louisiana, United States. Oancea D (2007) Man-made earthquakes, viewed 12 February 2017, http://technology.infomine.com/articles/1/887/earthquake.geothermal.energy/man-made.earthquakes.aspx Olson Engineering (2005) Geophysical methods, viewed 19 March 2017 http://www.olsonengineering.com/methods/geophysical-methods.html Pabst MW, Engemoen WO, Hanneman DL, Redlinger CG, Scott GA (2012) Heave, uplift, and piping at the toe of embankment dams: A new perspective. In: Proc., Dam Safety 2012. ASDSO, Denver Richardson E (2016) Plate tectonics and intra-plate earthquakes, viewed 12 February 2017, https://www.e-education.psu.edu/earth501/content/p4_p4.html Robertson AM (2015) FMEA risk analysis: failure modes and effects analysis. PowerPoint slides. Shoji Y, Tanii K, Kamiyama M (2004) The duration and amplitude characteristics of earthquake ground motions with emphasis on local site effects. In: Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver B.C, Canada Szymanski MB, Davies MP (2004) Tailings dam design criteria and safety evaluations at closure, In: Proceedings of the British Columbia Reclamation Symposium 2004, British Columbia. Task Committee on Instrumentation and Monitoring Dam Performance (2000) Guidelines for instrumentation and measurements for monitoring dam performance. Reston, Va. American Society of Civil Engineers. The Seismology Research Centre (n.d.) Dams & earthquakes, ESS Earth Sciences, viewed 21 April 2018, http://www.src.com.au/earthquakes/seismology-101/dams-earthquakes/ U.S. Army Corps of Engineers (USACE) (2003) Slope stability, in Engineer manuals. EM 1110-2-1902. Washington, D.C. U.S. Bureau of Reclamation, U.S. Army Corps of Engineers, University of New South Wales, and URS (2008), Risk analysis for dam safety – a unified method for estimating probabilities of failure of embankment dams by internal erosion and piping guidance document, Version D, Issue 2 U.S. Bureau of Reclamation (USBR) (2015) Internal erosion risks for embankments and foundations, in Best practice and risk methodology, Security, Safety, and Law Enforcement Office – Dam Safety. U.S. Bureau of Reclamation (USBR) (2015b) Embankment slope instability, in Best practice and risk methodology, Security, Safety, and Law Enforcement Office – Dam Safety. U.S. Department of Interior Bureau of Reclamation (USBR) (2011) Design standards no. 13: chapter 5 – protective filters, DS-13(5)-9. U.S. Environmental Protection Agency (US EPA) (1994) Design and evaluation of tailings dams, technical report code EPA 530-R-94. US EPA, Washington, DC Vucetic M (1992) Soil properties and seismic response. In: Proceedings of the 10th World Conference of Earthquake Engineering, Rotterdam, Netherlands, pp 1199–1204 Woodward J (2005) An introduction to geotechnical processes. Spon Press, New York, New York. Yuen STS (n.d.) Introduction to foundation engineering, The University of Melbourne, viewed 10 April 2017, http://people.eng.unimelb.edu.au/stsy/geomechanics_text/Ch13_foundatn.pdf ZagonJolli M (2007) Dam break modelling, risk assessment and uncertainty analysis for flood mitigation, PhD thesis, Delft University of Technology, the Netherlands. Zhao G (2016) Breach growth in cohesive embankments due to overtopping. Delft Academic Press, Delft Zhang L, Peng M, Chang D, Xu Y (2016) Dam failure mechanisms and risk assessment, 1st edn. John Wiley & Sons, Singapore