A platform for research: civil engineering, architecture and urbanism
Erosion of Zoned Earthfill Dams by Internal Instability: Laboratory Testing for Model Development
Abstract The WAC Bennett Dam is one of the largest embankment dams in North America, and one of the most instrumented and studied dams in the world. Following the 1996 sinkhole incident, considerable effort has been made to characterise the zoned materials of the dam with reference to susceptibility to internal erosion. Informed by the findings of this experience, we reflect upon the state-of-practice in dam engineering, and discuss some of its inherent limitations with reference to internal erosion, dam safety, and the management of aging embankment dams. We then describe the state-of-the-art for erosion of zoned earthfill by internal instability, a phenomenon whereby seepage flow removes a finer fraction of the soil gradation. Our paper addresses laboratory testing for materials characterization at the University of British Columbia. In collaboration with our industry research partner BC Hydro, we are seeking to advance the state-of-the-art with reference to a mechanics-based understanding of the phenomenon. We report insights gained from (i) a recent study using a flexible-wall permeameter, and (ii) the status of a new investigation using an advanced triaxial permeameter.
Erosion of Zoned Earthfill Dams by Internal Instability: Laboratory Testing for Model Development
Abstract The WAC Bennett Dam is one of the largest embankment dams in North America, and one of the most instrumented and studied dams in the world. Following the 1996 sinkhole incident, considerable effort has been made to characterise the zoned materials of the dam with reference to susceptibility to internal erosion. Informed by the findings of this experience, we reflect upon the state-of-practice in dam engineering, and discuss some of its inherent limitations with reference to internal erosion, dam safety, and the management of aging embankment dams. We then describe the state-of-the-art for erosion of zoned earthfill by internal instability, a phenomenon whereby seepage flow removes a finer fraction of the soil gradation. Our paper addresses laboratory testing for materials characterization at the University of British Columbia. In collaboration with our industry research partner BC Hydro, we are seeking to advance the state-of-the-art with reference to a mechanics-based understanding of the phenomenon. We report insights gained from (i) a recent study using a flexible-wall permeameter, and (ii) the status of a new investigation using an advanced triaxial permeameter.
Erosion of Zoned Earthfill Dams by Internal Instability: Laboratory Testing for Model Development
Fannin, Jonathan (author) / Slangen, Paul (author) / Ataii, Sara (author) / McClelland, Vincent (author) / Hartford, Des (author)
2018-09-01
16 pages
Article/Chapter (Book)
Electronic Resource
English
Building trio of earthfill dams
Engineering Index Backfile | 1949
Whiteman's earthfill dam internal erosion
British Library Conference Proceedings | 1997
|Laboratory Test for Evaluating Crack Filling During Internal Erosion in Zoned Dams
Online Contents | 2015
|Laboratory Test for Evaluating Crack Filling During Internal Erosion in Zoned Dams
British Library Online Contents | 2015
|Internal Erosion Resulted from Dispersive Soils in Earthfill Dams and a Case Study
British Library Conference Proceedings | 2006
|