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All issues Volume 337 (2021) MATEC Web Conf., 337 (2021) 04010 References
Open Access
Issue
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 04010
Number of page(s) 7
Section Tailings and Waste Disposal
DOI https://doi.org/10.1051/matecconf/202133704010
Published online 26 April 2021
  1. IBRAM. (2018). Instituto Brasileiro de Mineração e Economia Mineral do Brasil. Report acess: http://portaldamineracao.com.br/wp-content/uploads/2018/08/economiamineral-brasil-set2018.pdf, acess in 10/09/2020. [Google Scholar]
  2. IPEA. (2012). Instituto de Pesquisa Econômica Aplicada Diagnósticos dos Resíduos Sólidos Urbanos. Research report acess: http://ipea.gov.br/agencia/images/stories/PDFs/relatoriopesquisa/121009_relatorio_residuos_solidos_urbanos.pdf, acess in 15/08/2020. [Google Scholar]
  3. N. R. Morgenstern, S. G. Vick, C. B. Viotti, B. D. Watts. (2016). Fundão Tailings Dam Review Panel. Report on the Immediate Causes of the Failure of the Fundão Dam. August, 2016. Available from http://fundaoinvestigation.com/the-report/, acess in 6/10/2020. [Google Scholar]
  4. P. K. Robetson, L. De Melo, D. J. Willians, G. W. Wilson. (2019). Report of the Expert Panel on the Technical Causes of the Failure of Feijão Dam I. Available from https://bdrb1investigationstacc.z15.web.core.windows.net/assets/Feijao-Dam-I-Expert-Panel-Report-ENG.pdf, acess in 10/10/2020. [Google Scholar]
  5. T. W. Lambe, R. V. Whitman. (1969). Soil Mechanics. John Wiley and Sons. [Google Scholar]
  6. F. Schnaid, B. M. Lehane, M. Fahey. (2005). In situ test characterization of unusual soils. In: Proc. of ISC-2 on Geotech. Geophys. Site Characterization. 1. 49-74. [Google Scholar]
  7. G. Dienstmann, F. Schnaid, S. Maghous, J. Dejong. (2018). Piezocone Penetration Rate Effects in Transient Gold Tailings. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 144:2, 04017116. DOI: 10.1061/(ASCE)GT.1943-5606.0001822 [Google Scholar]
  8. J. T. DeJong, M. F. Randolph. (2012). Influence of partial consolidation during cone penetration on estimated soil behavior type and pore pressure dissipation measurements. J. Geotech. Geoenviron. Eng. 138:7, 777–788. DOI: 10.1061/(ASCE)GT.1943-5606.0000646. [Google Scholar]
  9. M. F. Randolph, S. N. Hope. (2004). Effect of cone velocity on cone resistance and excess pore pressure. In: Proc., Int. Symp. on Engineering Practice and Performance of Soft Deposits, Yodogawa Kogisha Co. Ltd., Osaka, Japan, 147–152. [Google Scholar]
  10. K. Kim, M. Prezzi, R. Salgado, W. Lee. (2008). Effect of penetration rate on cone penetration resistance in saturated clayey soils. J. Geotech. Geoenviron. Eng., 134:8, 1142–1153. DOI: 10.1061/(ASCE)1090-0241(2008)134:8(1142) [Google Scholar]
  11. P. K. Robertson. (1990). Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27:1, 151-158. DOI: 10.1139/t90-014 [Google Scholar]
  12. P. K. Robertson, S. Sasitharan, J. C. Cunning, D. C. Segs. (1995). Shear wave velocity to evaluate flow liquefaction. Journal of Geotech. And Geoenv. Eng., ASCE, 121 (3): 262-273. DOI: 10.1061/(ASCE)0733-9410(1995)121:3(262) [Google Scholar]
  13. T. Lunne, P. K. Robertson, J. J. M. Powell. (1997). Cone Penetration Testing in Geotechnical Practice. E & FN Spon. [Google Scholar]
  14. F. Schnaid. (2009). In Situ Testing in Geomechanics: the main tests. Taylor e Francis, London: 329p. [Google Scholar]
  15. D. W. Hight, V. N. Georgiannou, C. J. Ford. (1994). Characterization of clayey sand. In: Proc. 7th Int. Conf. Of Offshore Structures, USA, 1:321-340. [Google Scholar]
  16. F. Schnaid. (2005). Geocharacterisation and properties of natural soils by in situ tests. In: Proceedings of the International Conf. on Soil Mechanics and Geotech. Eng. AA Balkema Publishers, 16:1, 3. [Google Scholar]
  17. J. A. Schneider, R. E. S. Moss. (2011). Linking cyclic stress and cyclic strain based methods for assessment of cyclic liquefaction triggering in sands. Géotechnique Letters, 1: 31-36. DOI: 10.1680/geolett.11.00021. [Google Scholar]
  18. P. K. Robertson. (2016). Cone Penetration Test (CPT)-Based Soil Behaviour Type (SBT) Classification System - An Update. Canadian Geotechnical Journal, 53: 1910-1927. DOI: 10.1139/cgj-2016-0044. [Google Scholar]
  19. H. P. Nierwinski. (2019) Characterization and Geomechanical Behavior of Mining Tailings. D. Sc. Thesis Department of Civil Engineering, UFRGS, Porto Alegre, Brazil. [Google Scholar]
  20. M. D. Bolton. (1986). The strength and dilatancy of sands. Geotechnique. 36:I, 65-78. DOI: 10.1680/geot.1986.36.1.65. [Google Scholar]
  21. V. F. B. De Mello. (1971). The standard penetration test. Proc. 4th Pan American Conf. Soil Mechs. Found. Eng., San Juan Puerto Rico, ASCE, 1: 1-86. [Google Scholar]
  22. P. W. Mayne. (2006). Undisturbed sand strength from seismic cone tests. 2nd James K. Mitchell Lectcure. J. Geomech. And Geoeng.,1: 4, 249-256. DOI: 10.1080/17486020601035657. [Google Scholar]
  23. F. Schnaid, F., E. Odebrecht. (2012) Ensaios de campo e suas aplicações à Engenharia de Fundações. 2 ed. Oficina de Textos, São Paulo. [Google Scholar]
  24. F. Schnaid, H. S. Yu. (2007). Interpretation of the seismic cone test in granular soils. Géotechnique, 57:3, 265-272. [Google Scholar]

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