Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Riccardo Fanni"'
Publikováno v:
Soils and Foundations, Vol 62, Iss 3, Pp 101151- (2022)
A laboratory study was carried out to compare the behaviour of loose tailings under simple shear loading using a torsional shear hollow cylinder device (TSHC) and a direct simple shear (DSS) device, with a focus on shear strength at high strains. Thi
Externí odkaz:
https://doaj.org/article/fd652383c9f0422bbc5ec2ac63f717f1
Publikováno v:
Géotechnique. :1-17
Results of torsional shear hollow cylinder (TSHC) tests carried out on a reconstituted sand maintaining a constant direction of major principal stress relative to the vertical axis (α) and intermediate principal stress ratio (b) during shearing are
Publikováno v:
Canadian Geotechnical Journal.
Publikováno v:
Canadian Geotechnical Journal. 59:783-795
A series of direct simple shear (DSS) tests were carried out on a non-plastic sandy silt lead−zinc−silver tailings to develop a relationship between undrained shearing behaviour and density for contractive states. The critical state line was also
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 175:181-199
Static liquefaction has been identified as the cause of several recent tailings storage facility (TSF) failures. Partially based on the investigations carried out, significant advances on the analysis of static liquefaction triggering (SLT) have been
Autor:
Riccardo Fanni, David Reid
Publikováno v:
Géotechnique. 72:176-188
The critical state approach, based heavily on the use of the moist tamping (MT) reconstitution method, is finding increasing application in tailings engineering practice. However, the available studies comparing the behaviour of intact and reconstitu
Autor:
David Reid, António Viana da Fonseca, Simon Dickinson, Gonzalo Suazo, Amin Rismanchian, Carlos Ovalle, Michael F. Riemer, Juan Luis Ayala, Andy Fourie, Roberto Olivera, Mason Ghafghazi, Juan Garfias, Riccardo Fanni, Felipe Ochoa-Cornejo
Publikováno v:
Géotechnique. 71:616-630
A critical state testing round robin programme was carried out on sandy silt gold tailings. This involved 15 laboratories around the world testing a sandy silt tailings to infer its critical state line (CSL). Methods to be used were intentionally not
Autor:
Andy Fourie, David Reid, Luis Alberto Torres-Cruz, Michael F. Riemer, Gonzalo Suazo, Roberto Olivera, Mason Ghafghazi, Juan Garfias, Juan Luis Ayala, Carlos Ovalle, Riccardo Fanni, António Viana da Fonseca, Amin Rismanchian, Simon Dickinson, Felipe Ochoa-Cornejo
Publikováno v:
Géotechnique. 73:89-90
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Publikováno v:
Geotechnical Testing Journal. 46:20220021