Show simple item record

dc.contributor.authorMcCall, Samen
dc.date.accessioned2019-06-25T17:40:06Z
dc.date.available2019-06-25T17:40:06Z
dc.identifier.urihttp://hdl.handle.net/1974/26328
dc.description.abstractThe Peace River region of Alberta, Canada is a highly active landslide area characterized by creeping landslides in weak lacustrine clays and silts. Much of the infrastructure for the region is built upon historical landslides and marginally stable slopes. Case studies of two landslides being selectively stabilized by pile walls in the Peace River region were conducted to investigate the relationship between the continued deformation of the downslope landslide material and the structural response of the pile walls. Two remote camera configurations were implemented, a photogrammetry technique at the first site and a two-dimensional digital image correlation (DIC) technique at the second site, to investigate the ability to use image based monitoring as a method of measuring large scale deformations downslope of these pile walls. The first study investigates a site that initially consisted of a cantilevered spaced pile wall that no longer sufficiently stabilized the landslide feature impacting a highway. A new, significantly larger tied-back tangent pile wall was constructed to address the ongoing landslide activity. Two years of post-construction monitoring have indicated excellent performance of the wall, and negligible deformations of landslide material. Due to the limited landslide movement, it was not possible to verify the photogrammetry monitoring technique. The second study examines a different landslide feature impacting a highway that was selectively stabilized with a pile wall. Three years of monitoring at this site indicates pile wall deformations up to 30 mm, and increases in ground anchor tie-back load of approximately 10%. Downslope landslide movements were measured with a high temporal resolution two-dimensional DIC technique using remote camera images. Deformation measurements ranging from 300 mm at a distance of 25 m downslope of the wall up to 1600 mm at a distance of 50 m downslope of the wall were recorded. Continued long term monitoring of these of selective stabilization walls will be important in assessing the service life of current pile walls and guiding efficient design of future pile walls.en
dc.language.isoengen
dc.relation.ispartofseriesCanadian thesesen
dc.rightsCC0 1.0 Universalen
dc.rightsQueen's University's Thesis/Dissertation Non-Exclusive License for Deposit to QSpace and Library and Archives Canadaen
dc.rightsProQuest PhD and Master's Theses International Dissemination Agreementen
dc.rightsIntellectual Property Guidelines at Queen's Universityen
dc.rightsCopying and Preserving Your Thesisen
dc.rightsThis publication is made available by the authority of the copyright owner solely for the purpose of private study and research and may not be copied or reproduced except as permitted by the copyright laws without written authority from the copyright owner.en
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/
dc.subjectLandslideen
dc.subjectMonitoringen
dc.subjectPile wallen
dc.subjectSelective stabilizationen
dc.titleField monitoring of pile walls designed to selectively stabilize slow moving landslides in Peace River, Albertaen
dc.typethesisen
dc.description.degreeM.A.Sc.en
dc.contributor.supervisorTake, W. Andyen
dc.contributor.departmentCivil Engineeringen
dc.embargo.termsWe want to restrict the thesis to protect the data and results presented in the thesis so that further work can be completed at Queen's on the projects outlined in the thesis.en
dc.embargo.liftdate2024-06-21T20:46:11Z
dc.degree.grantorQueen's University at Kingstonen


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record

CC0 1.0 Universal
Except where otherwise noted, this item's license is described as CC0 1.0 Universal