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  5. Hydrogeological and geophysical properties of the very-slow-moving Ripley Landslide, Thompson River valley, British Columbia
 
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Hydrogeological and geophysical properties of the very-slow-moving Ripley Landslide, Thompson River valley, British Columbia

Author(s)
Huntley, David  
Holmes, Jessica  
Bobrowsky, Peter  
Donohue, Shane  
et al.  
Uri
http://hdl.handle.net/10197/12529
Date Issued
2020-08-20
Date Available
2021-09-30T16:02:37Z
Abstract
Landslides along a 10 km reach of Thompson River south of Ashcroft, British Columbia, have repeatedly damaged vital railway infrastructure, while also placing public safety, the environment, natural resources, and cultural heritage features at risk. Government agencies, universities, and the railway industry are focusing research efforts on a representative test site — the very-slow-moving Ripley Landslide — to manage better the geohazard risk in this corridor. We characterize the landslide’s form and function through hydrogeological and geophysical mapping. Field mapping and exploratory drilling distinguish 10 hydrogeological units in surficial deposits and fractured bedrock. Electrical resistivity tomography, frequency domain electromagnetic conductivity measurements, ground-penetrating radar, seismic pressure wave refraction, and multispectral analysis of shear waves; in conjunction with downhole measurement of natural gamma radiation, induction conductivity, and magnetic susceptibility provide a detailed, static picture of soil moisture and groundwater conditions within the hydrogeological units. Differences in electrical resistivity of the units reflect a combination of hydrogeological characteristics and climatic factors, namely temperature and precipitation. Resistive earth materials include dry glaciofluvial outwash and nonfractured bedrock; whereas glaciolacustrine clay and silt, water-bearing fractured bedrock, and periodically saturated subglacial till and outwash are conductive. Dynamic, continuous real-time monitoring of electrical resistivity, now underway, will help characterize water-flow paths, and possible relationships to independently monitor pore pressures and slope creep. These new hydrogeological and geophysical data sets enhance understanding of the composition and internal structure of this landslide and provide important context to interpret multiyear slope stability monitoring ongoing in the valley.
Sponsorship
University College Dublin
Type of Material
Journal Article
Publisher
Canadian Science Publishing
Journal
Canadian Journal of Earth Sciences
Volume
57
Issue
12
Start Page
1371
End Page
1391
Copyright (Published Version)
2020 the Authors
Subjects

Surficial mapping

Geophysical surveys

Landslide

Geohazard monitoring

British Columbia

DOI
10.1139/cjes-2019-0187
Language
English
Status of Item
Peer reviewed
ISSN
0008-4077
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
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HUNTLEY_etal_CJES_Reviewer_Copy.pdf

Size

2.47 MB

Format

Adobe PDF

Checksum (MD5)

a20dd154ec11adc3cf737661c286b83a

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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