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TitleCoefficient of consolidation of soils from the Mackenzie Valley, Canada
 
AuthorPaudel, B; Wang, B
SourceProceedings of GeoHalifax 2009; 2009 p. 67-73
Image
Year2009
Alt SeriesEarth Sciences Sector, Contribution Series 20090084
MeetingGeoHalifax2009: 62nd Canadian Geotechnical Conference & 10th Joint CGS/IAH-CNC Groundwater Conference; Halifax; CA; September 20-24, 2009
Documentbook
Lang.English
Mediapaper
ProvinceNorthwest Territories
NTS106O; 107B; 107C
AreaMackenzie Valley; Mackenzie River; Inuvik
Lat/Long WENS-134.5000 -130.5000 69.7500 67.2500
Subjectssurficial geology/geomorphology; engineering geology; permafrost; ground ice; freezing ground; glacial features; moraines; glacial deposits; pore pressures; pore structure; slope failures; slope stability; slope stability analyses; landslides; landslide deposits; Cenozoic; Quaternary
Illustrationslocation maps; plots
ProgramSecure Canadian Energy Supply
AbstractThe paper presents values of coefficient of consolidation, Cv, of typical moraine sediments from the Mackenzie valley, NWT, Canada. Coefficient of consolidation is a key parameter for analysis of excess pore pressure and thaw consolidation settlement of fine grained soils in permafrost regions. Due to limited availability of tested values of this parameter, selection of Cv values for analysis of pore pressure and settlement during thawing and post thaw conditions is a difficult task for researchers and practitioners. In this paper, 20 soil samples from 8 landslide sites in the Mackenzie valley were collected and tested for coefficient of consolidation. The tested Cv values with other geotechnical index properties are presented to enrich crucial data for fine grained soils in the region.
GEOSCAN ID247432

 
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