Gerard De Geer was the first one to identify De Geer-moraines, and has since then been mapped by many other studies around the world.  The focus of this study was to examine the environment the ridges form in, regarding the water depth during creation, the importance of topography and the melting rate of the ice. Using airborne Light Detection and Ranging  (LiDAR) data, De Geer- moraines were mapped around eastern Norrbotten county, including Piteå, Boden and Luleå. A total of 14 651 De Geer-moraines were identified over the selected area. Six parameters were analysed during this study; length, orientation, steepness, distance between ridges, current ground level and depth below highest shoreline. In some areas, ridges showed a high, local steepness, while other study sites showed ridges with a varied interconnected form, from straight, to convex and concave. Prominent De Geer-moraines had been identified, where the mean distance between the ridges was calculated to 345 m. Furthermore, other glacial formations (drumlins, flutings, rogen moraines and eskers) showed a relationship to De Geer-moraines, either with a similar angle or a perpendicular relation. A great water depth showed a significant role in the creation of the ridges, with 75% of the identified De Geer-moraines formed in a water depth greater than 150 m. De Geer- moraines found on topographic lows tend to have an interconnected concave form, while over or close to elevated areas; they’re slightly convex. The mean distance between prominent ridges showed a connection to the average retreat rate of the last ice, which suggests that prominent ridges had been formed annually.

Au Nunavik, l’augmentation des températures atmosphériques en lien avec les changements climatiques influence la capacité portante du sol en modifiant le régime thermique de la couche active et du pergélisol. Selon la nature du sol et des cryostructures, les processus de fluage et tassement différentiel du sol peuvent être considérables. La forte croissance démographique au Nunavik nécessite la construction de plusieurs nouvelles unités d’habitation. La présente étude a produit des outils pour permettre un aménagement durable du territoire par l’interprétation géomorphologique du paysage et l’étude des propriétés géotechniques des cryofaciès qui compose la cryostratigraphie des unités géomorphologiques de Puvirnituq afin d’estimer le comportement du pergélisol au dégel. Trois unités géomorphologiques principales ont été distinguées sur le territoire. Le socle rocheux est stable au dégel ainsi que les dépôts minces qui le recouvrent puisqu’ils sont contenus dans la couche active (unité P1). Le till remanié est dominé par du sable pauvre en glace, lui conférant une stabilité, mais les moraines de De Geer pourraient incorporer des dépôts marins riches en glace à l’intérieur d’un till remanié (unité P2). Les dépressions comblées de dépôts marins et littoraux sont probablement situées sur du till remanié mais contiennent une zone de transition riche en glace entre ~0,9 et 1,7 m de profondeur, excluant les possibilités de construction (unité P3). La principale contribution à l’aménagement du territoire découlant de cette étude a été la production de deux cartes. La première présente la distribution des unités géomorphologiques sur l’ensemble du territoire, permettant d’identifier rapidement le potentiel d’aménagement de l’environnement de Puvirnituq; la seconde carte montre l’emplacement des moraines de De Geer au-delà du village. Ces données trouveront des applications dans l’évaluation de substrats pour l’expansion de l’environnement bâti de Purvinituq et de granulats non-gélifs pour la construction des infrastructures construites sur remblais. Cette carte souligne l’importance de l’histoire Quaternaire sur les conditions actuelles de pergélisol. / In Nunavik, a sustained increase of surface temperatures linked to climate change, affects the bearing capacity of the permafrost by modifying its thermal regime. Depending on the nature of the soil as well as its cryostructures, creep and differential thaw-settlement processes can be significant. The rapid demographic growth in Nunavik requires the construction of several new housing units. In order to estimate the behaviour of permafrost to thaw, this study has contributed to a sustainable land-use planning by the geomorphological interpretation of the landscape and the study of geotechnical properties of the different cryofacies that compose the geomorphological units of Puvirnituq. Three main geomorphological units were distinguished within the territory. The bedrock is thaw-stable as well as the veneer of surficial deposits since they are contained within the active layer (P1 unit). The reworked till is dominated by ice-poor sand, providing a certain stability, but the De Geer moraines could incorporate ice-rich till and ice-rich thaw sensitive marine deposits (P2 unit). The depressions, filled with marine and littoral deposits, probably contain stable reworked till at the bottom but the presence of an ice-rich transition zone between ~0,9 and 1,7 m depth, makes this geomorphological unit improper for construction (P3 unit). The principal contribution to landuse planning of this study is the production of two maps. The first presents the distribution of the geomorphological units over the entire territory, allowing for a quick identification of potential areas to support the development of Puvirnituq; the second map shows the location of De Geer moraines beyond the study area to extrapolate the result of this study to the landscape scale.