Search
Skip to Search Results- 3Hasan, Md Monjurul
- 3Kostic, Branislav Z
- 3Yu, Miao
- 2Afifi, Mona
- 2Altaf, Mohammed Sadiq
- 2Alwisy, Aladdin
- 31Al-Hussein, Mohamed (Civil and Environmental Engineering)
- 25Deutsch, Clayton (Civil and Environmental Engineering)
- 23AbouRizk, Simaan (Civil and Environmental Engineering)
- 20Chalaturnyk, Rick (Civil and Environmental Engineering)
- 20Liu, Yang (Civil and Environmental Engineering)
- 18Bayat, Alireza (Civil and Environmental Engineering)
-
Spring 2020
In the Canadian Arctic, permafrost presents challenges to pile foundations for the existing and future infrastructure. The permafrost of Canada is vulnerable to the threats of climate change, which can lead to the long-term settlement of pile foundations in the Canadian Arctic, particularly...
-
Spring 2012
The Town of Peace River is over hundred years old. It was heavily urbanized by the late 1970s. Development extended to the geologically immature valley slopes of the Peace River and its tributaries. Triggered by various agents, landslides caused damage to houses and infrastructure developed on...
-
Landslide Mitigation Using Granular Shear Keys: Observations from a Review of 38 Case Studies
DownloadFall 2017
Canadian transportation industries have been using granular shear keys to remediate shallow slope instabilities for decades. Engineers have used limit equilibrium (LE) analyses as the standard method for designing these granular shear keys (Wyllie & Mah, 2004). These LE analyses do not account...
-
Landslide Risk to Railway Operations and Resilience in the Thompson River Valley near Ashcroft, British Columbia
DownloadFall 2017
This thesis investigates the hazard frequency and associated risk posed by twelve large landslides in the Thompson River Valley south of Ashcroft, British Columbia, which are collectively referred to as the Ashcroft Thompson River landslides. The Canadian National and Canadian Pacific railways...
-
Spring 2018
For railway track geometry to meet regulatory requirements under normal operating conditions, railway ballast must provide sufficient lateral resistance to control track deformations. This implies that on tangent tracks the lateral resistance of the ballast must be sufficient to resist thermal...
-
Fall 2019
Lateral–torsional buckling is a stability-related failure mode of unbraced or insufficiently braced flexural members. In recent years, several concerns have been raised regarding the adequacy of the Canadian steel design standard, CSA S16-14, in characterising the lateral–torsional buckling...
-
Last Planner System and the Role of Social Interaction: A Social Network Analysis Perspective
DownloadSpring 2023
Lean construction is a new project management method that focuses on increasing quality and value and, by contrast, decreasing any type of waste. Lean management consists of some principles and concepts that have to be noticed to implement effective Lean management and take advantage of it. Based...