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Skip to Search Results- 1Ba Rahim, Amr Abubaker
- 1Beier, Nicholas A
- 1Izquierdo Duque, Karren N
- 1Le Meil, Gael
- 1Miller, Warren Gregory
- 1Paul, Abigail L
- 1Beier, Nicholas (Civil and Environmental Engineering)
- 1Beier, Nicholas (GeoEnvironmental Engineering)
- 1Chalaturnyk, Richard (Civil and Environmental Engineering)
- 1Cruz Noguez, Carlos (Civil and Environmental Engineering)
- 1Cruz-Noguez, Carlos ‘Lobo’ (Civil & Environmental Engineering)
- 1Hendry, Michael T. (Civil and Environmental Engineering)
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Fall 2024
Reclamation of oil sands mines in northern Alberta presents a significant challenge for mine operators, particularly the reclamation of tailings deposits that are produced by the mine waste stream. A proposed approach to reclaiming tailings deposits as upland or wetland landforms is capping which...
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Characterization of a landslide-prone glaciolacustrine clay from the Thompson River Valley near Ashcroft, British Columbia
DownloadFall 2017
Several large landslides have occurred in the Thompson River Valley near Ashcroft, British Columbia. The movement of these landslides have presented challenges for the operation of the two national railways that traverse this valley. The landslides are multiple retrogressive, translational,...
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Fall 2010
A study was conducted to evaluate the properties and processes influencing the rate and magnitude of volume decrease and strength gain for oil sand fine tailings resulting from a change in bitumen extraction process (caustic versus non-caustic) and the effect of adding a coagulant to caustic fine...
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Spring 2015
This research aims to assist in the assessment of tailings management technologies through the development of a dynamic simulation model. The developed model (TMSim) incorporates the mine plan, various stages of dewatering including classification, pre- and post-deposition dewatering, and an...
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Spring 2022
This study investigated the mechanisms driving the dewatering and strength behaviour of polymer amended treated (centrifuged and in-line thickened tailings/ILTT) deep tailings deposits undergoing seasonal weathering dominated by a) multiple freeze-thaw cycles and b) alternating freeze-thaw and...
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Shear Strength of Partially Grouted (PG) Masonry Shear Walls: Experimental and Analytical Studies
DownloadFall 2023
When subjected to in-plane loads, the shear behaviour of partially grouted (PG) masonry shear walls is complex due to the heterogeneous and anisotropic nature of the masonry materials and the nonlinear interactions among their constituents. For instance, insufficient shear strength will lead to a...
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Statistical Prediction Methods for the In-Plane Shear Strength of Partially Grouted Masonry Walls
DownloadSpring 2021
The behaviour of partially grouted masonry shear walls is complex due to their anisotropic nature and the nonlinear interactions between blocks, mortar, grouted cells, ungrouted cells and steel reinforcement. Currently available code- and research-based shear strength equations give highly...