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geosciences | engineering | consulting ENVIRONMENTAL GEOPHYSICS Permafrost Mapping CASE HISTORY: Permafrost Mapping for Dyke Expansion Project Locaon: Northwest Territories, Canada Objecves: Mapping variaons in ice content, soil type, permafrost extent, depth to bedrock, and taliks for a Dyke expansion project. Above figure: Interpreted secon showing depth to bedrock, lake boom bathymetry, and taliks within bedrock. The possible transion from Frozen to unfrozen ground is also idenfied. For many engineering and geotechnical objec- ves in permafrost areas it is necessary to select geophysical methods that are sensive to both variaons in ice content and soil type. In non- permafrost terrain, physical properes are con- trolled by clay content, total dissolved solids in the groundwater, porosity and degree of com- pacon. In permafrost, physical properes are further complicated by temperature and ice con- tent. DMT’s advice and execuon maximises the chances of success for even difficult targets such as taliks; a zone of year round unfrozen ground that lies within permafrost. In this case GPR and OhmMapper were used together to idenfy taliks.
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ENVIRONMENTAL GEOPHYSICS - DMT Geosciences · For many engineering and geotechnical objec-tives in permafrost areas it is necessary to select geophysical methods that are sensitive

Jun 11, 2020

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Page 1: ENVIRONMENTAL GEOPHYSICS - DMT Geosciences · For many engineering and geotechnical objec-tives in permafrost areas it is necessary to select geophysical methods that are sensitive

g e o s c i e n c e s | e n g i n e e r i n g | c o n s u l t i n g

ENVIRONMENTAL GEOPHYSICS Permafrost Mapping CASE HISTORY: Permafrost Mapping for Dyke Expansion Project

Location: Northwest Territories, Canada

Objectives: Mapping variations in ice content, soil type, permafrost extent, depth

to bedrock, and taliks for a Dyke expansion project.

Above figure: Interpreted section showing depth to bedrock, lake bottom bathymetry, and taliks

within bedrock. The possible transition from Frozen to unfrozen ground is also identified.

For many engineering and geotechnical objec-

tives in permafrost areas it is necessary to select

geophysical methods that are sensitive to both

variations in ice content and soil type. In non-

permafrost terrain, physical properties are con-

trolled by clay content, total dissolved solids in

the groundwater, porosity and degree of com-

paction. In permafrost, physical properties are

further complicated by temperature and ice con-

tent.

DMT’s advice and execution maximises the

chances of success for even difficult targets such

as taliks; a zone of year round unfrozen ground

that lies within permafrost. In this case GPR and

OhmMapper were used together to identify

taliks.