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Author: Michael James

2017
A research project on the use of waste rock inclusions to improve the performance of tailings impoundments
Michael James, Bruno Bussière, Carl Pednault, Nicolas Pépin, Marielle Limoges, Michel Aubertin

A Study of the Static Liquefaction of Tailings
Louis-Philippe Grimard, Michael James

Physical and mechanical characterisation of hydraulically deposited tailings using shear wave velocity
Louis-Philippe Grimard, Michael James, Ahmed Mhenni, Mourad Karray ORCID logo

The influence of back pressure on the cyclic resistance of tailings using the triaxial-simple shear device
Xavier Archambault-Alwin, Michael James, Mohamed Chekired, Mourad Karray ORCID logo

Analysis of cyclic testing of tailings using the triaxialsimple shear (TxSS) apparatus
Xavier Archambault-Alwin, Michael James, Mohamed Chekired, Mourad Karray ORCID logo

Deconvolution analysis of the 1982 Gaza (New Hampshire) earthquake
Jérôme St-Michel, Michael James

2016
Indentation testing on a sensitive clay
Mireille Sandrine Ewane, Vincenzo Silvestri, Michael James

Numerical simulation of triaxial testing of rockfill for the Romaine-2 rockfill dam and dikes
Alain Plaisant, Michael James

A laboratory study of tailings consolidation under positive and negative pore water pressures
Karim Essayad, Michael James, Michel Aubertin

2014
Numerical modeling of seismic table testing of tailings with and without inclusion
Behnam Ferdosi, Michael James, Frederick Pretot, Michel Aubertin

2013
Recommendations to improve the hydrogeotechnical behaviour of waste rock piles
Michel Aubertin, Michael James, Maryam Maknoon, Bruno Bussière

A laboratory investigation of the cyclic resistance of tailings
Carlos Andres Contreras, Michael James

Numerical Analysis of the Seismic Response of an Asphalt Core Rockfill Dam to Large Magnitude North American Earthquakes
Alain Plaisant, Michael James

Numerical Modeling of the Post-liquefaction Consolidation of Tailings
Behnam Ferdosi, Michael James, Michel Aubertin

2012
A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 1 (in situ testing)
Miguel Medina, Denise Leahy, Philip Gomes, Michael James

A Case Study: The seismic stability of a conventional upstream-raised tailings impoundment - Part 2 (analyses)
Michael James, Denise Leahy, Philip Gomes, Miguel Medina

2011
A case study: The seismic stability of an upstream-raised tailings impoundment (part ii)
Michael James, Nicolas Lemieux, Denise Leahy

2009
An investigation of the cyclic behaviour of tailings using shaking table tests: Effect of a drainage inclusion on porewater development
Nicolas Pépin, Michel Aubertin, Michael James

2007
THE LIQUEFACTION RESISTANCE OF TAILINGS AND THE STABILITY OF IMPOUNDMENTS
Michael James, Philip Gomes, Richard Schwenger

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