L’étude des instabilités gravitaires profondes de versant (nommées ici RVR : Ruptures de Versant Rocheux) s’effectue généralement sous forme d’un suivi instrumenté à l’échelle d’un site jugé dangereux, parfois à l’échelle d’une vallée ou d’un massif. Plus rares sont les études qui apprécient la diversité, la taille et la distribution spatiale des RVR à l’échelle d’une chaîne de montagne. C’est ce que propose cette thèse pour les Alpes occidentales. Il s’agit tout d’abord d’un inventaire construit de manière systématique par imagerie satellite à l’aide d’un outil en accès libre : Google Earth Pro™, et d’une série de méthodes de détection visuelles assorties de vérifications sur le terrain. Une typologie qui s’appuie sur des classifications existantes, mais qui s’adapte au cortège de RVR observés dans l’aire d’étude, a permis de retenir cinq grandes catégories de RVR : les EAR (Eboulements et avalanches rocheuses), GR (Glissements rocheux), GC (Glissements-coulées), DGCVR (Déformations gravitaires profondes de versants rocheux) et DDV (Déformation de versant). Nous élaborons sur cette base une étiologie des RVR en fonction de grands facteurs préparatoires réputés mettre en mouvement les masses rocheuses : lithologie, structure géologique (contacts anormaux), sismicité, pente topographique, relief local, intensité du paléoenglacement würmien, précipitations actuelles, dégradation du pergélisol. Sur un inventaire exhaustif de 1400 RVR, les résultats montrent que la susceptibilité lithologique est le premier facteur qui conditionne l’occurrence des RVR, mais qu’il se cumule avec l’amplitude du relief exacerbée par le paléoenglacement quaternaire. Ce dernier fournit le potentiel gravitationnel localement nécessaire à la mise en mouvement des masses rocheuses. Les autres facteurs examinés présentent des degrés d’importance moindres à l’échelle régionale, avec toutefois des exceptions intéressantes à l’échelle locale et pour des catégories de RVR particulières. Ainsi, on peut noter des RVR en lien avec certaines failles et fronts de chevauchements, ainsi qu’avec la dégradation du pergélisol — mais uniquement dans le cas des éboulements. Parmi l’ensemble des facteurs, le pouvoir explicatif des totaux de précipitations demeure le plus faible. Dans une optique de valorisation scientifique du catalogue des RVR inventoriés, nous proposons des perspectives de mise en valeur géo-patrimoniale de certaines RVR sur la base de leurs caractéristiques morphologiques, ou du risque que certaines masses rocheuses font peser sur les enjeux économiques et humains des populations. Nous présentons ainsi une galerie de RVR remarquables, retenues pour leur caractère singulier, ou dangereux, ou éducatif, ou emblématique à divers titres. / The study of rockslope failure (RSF) is usually focused on the instrumental monitoring of hazardous sites, sometimes extended to a population of RSF in a valley or massif. Few studies survey and analyse RSF at the much broader scale of a mountain range. Here we produce a systematic inventory of RSF in the Western Alps based on satellite imagery provided by the open-access platform Google Earth Pro™, and using a series of ground-truth-tested visual detection methods. Based on a categorisation inspired by existing classifications but adapted to the range of RSF observed in the study area, five main RSF types were identified: rockfalls and rock avalanches, rockslides, earthflows, deep-seated gravitational slope deformations (DSGSD), and slope deformations. We analyse the spatial incidence of those five categories in relation to a range of likely cumulative causes. The analysis covers lithology and rock fabric, geological structure (faults, thrust fronts), seismicity, slope angle, local relief, the intensity of Würmian glaciation, modern rainfall patterns, and permafrost degradation. Results from a total population of 1400 RSF occurrences show that RSF incidence and mode are overwhelmingly susceptible to rock type, but that local relief enhanced by past glaciation generates the gravitational potential needed to move the rock masses. Other conditional factors receive lower rankings at the regional scale, but stronger connections appear in local settings. At places, RSF size or density are seen to correlate with faults, thrust fronts, and with permafrost degradation (restricted, however, to the rockfall category). Among all the likely causes of RSF, rainfall totals represent the weakest link. Among the 1400 sites we focus on a subset of flagship RSF occurrences that we consider relevant to either geoheritage or land-use planning concerns. The criteria were selected on the basis of morphological characteristics (uniqueness, educational and scientific value) or from the perspective of the hazards that some of the displaced rock masses may present to human life and infrastructure.

The physical properties of the coarse fraction of the till (0.4 to 20 cm) and the surface boulders have been studied at two different sites in Sweden. The research work included: development of a new image analysis software for 3D size and shape measurements of particles; lithological analysis on multiple size fractions in till and magnetic susceptibility survey on coarse till clasts, surface boulders and local bedrock. The new 3D image analysis method provides an enormous amount of size and shape data for each particle in the coarse fraction (2 to 20 cm) in till. The method is suitable for field study, cost effective and the software is executable in Matlab. The field imaging method together with the image analysis software give non subjective results of size and shape of coarse particles and makes it feasible and easy to study representative sample size, which is one tonne for testing clasts of size up to 20 cm. The lithological analysis of the multiple size fraction of the till clasts has been investigated on six different size fractions of the till (0.4 to 20 cm); the result of the different samples from the two sites shows that this method can potentially be used as a stratigraphic tool in the areas where there is no unique indicator lithologies. The magnetic susceptibility has been made on the surface boulders, the 6-20 cm till fraction and on insitu bedrock outcrops near to the study sites. The method has good potential for determining stratigraphic relationships between different till units as well as for determining the provenance ofcoarse clasts and surface boulders. / QC 20110413

Currently, there is very little research available on nonpoint source pollution from rural watersheds. Government regulatory agencies are desperate for information regarding the causes of nonpoint source pollution, which includes the relationship between suspended soil particles and dispersion. Since soil dispersion is dependent on clay mineralogy, knowing the clay mineralogy of the soil in an area can help predict sediment loads entering the surrounding surface waters. This information is necessary to protect the resource value of our rivers, lakes, and estuaries, as well as to protect recreational activities such as fishing or hunting; but most importantly, this information is necessary to ensure the safety of our drinking water supply. Clay mineralogy and its influence on dispersion, as well as dispersion and its relation to water quality are the focus of this study. Soil mineralogy affects water quality in several ways: soil mineralogy determines the dispersivity of the clay portion of the soil and dispersive clays are likely to end up as suspended sediment in surface waters; weathering reactions contribute elements to water as dissolved load, and the sorption properties of clay minerals contribute to soils' ability to filter and carry pollutants. Through the use of X-ray diffraction, dispersivity, atomic absorption spectrometry, cation exchange capacity, and petrographic microscopy, this study shows that the clay mineral fraction of a soil determines the dispersivity, and that dispersed clay minerals contribute excess nutrients and metals as nonpoint source pollutants to surface waters.

The elemental analysis of soil is useful in forensic and environmental sciences. Methods were developed and optimized for two laser-based multi-element analysis techniques: laser ablation inductively coupled plasma mass spectrometry (LA-ICP-MS) and laser-induced breakdown spectroscopy (LIBS). This work represents the first use of a 266 nm laser for forensic soil analysis by LIBS. Sample preparation methods were developed and optimized for a variety of sample types, including pellets for large bulk soil specimens (470 mg) and sediment-laden filters (47 mg), and tape-mounting for small transfer evidence specimens (10 mg). Analytical performance for sediment filter pellets and tape-mounted soils was similar to that achieved with bulk pellets. An inter-laboratory comparison exercise was designed to evaluate the performance of the LA-ICP-MS and LIBS methods, as well as for micro X-ray fluorescence (μXRF), across multiple laboratories. Limits of detection (LODs) were 0.01-23 ppm for LA-ICP-MS, 0.25-574 ppm for LIBS, 16-4400 ppm for µXRF, and well below the levels normally seen in soils. Good intra-laboratory precision (≤ 6 % relative standard deviation (RSD) for LA-ICP-MS; ≤ 8 % for µXRF; ≤ 17 % for LIBS) and inter-laboratory precision (≤ 19 % for LA-ICP-MS; ≤ 25 % for µXRF) were achieved for most elements, which is encouraging for a first inter-laboratory exercise. While LIBS generally has higher LODs and RSDs than LA-ICP-MS, both were capable of generating good quality multi-element data sufficient for discrimination purposes. Multivariate methods using principal components analysis (PCA) and linear discriminant analysis (LDA) were developed for discriminations of soils from different sources. Specimens from different sites that were indistinguishable by color alone were discriminated by elemental analysis. Correct classification rates of 94.5 % or better were achieved in a simulated forensic discrimination of three similar sites for both LIBS and LA-ICP-MS. Results for tape-mounted specimens were nearly identical to those achieved with pellets. Methods were tested on soils from USA, Canada and Tanzania. Within-site heterogeneity was site-specific. Elemental differences were greatest for specimens separated by large distances, even within the same lithology. Elemental profiles can be used to discriminate soils from different locations and narrow down locations even when mineralogy is similar.

The peri-Atlantic Arctic, one of the most sensitive components of the Earth climate system, experienced pronounced climatic fluctuations during the Holocene. Several external forcings were considered responsible for these variations, including decline of insolation on the Northern Hemisphere, changes in distribution of land ice mass, explosive volcanism, or changes in atmospheric and oceanic circulation. In order to explore the driving mechanisms of the peri-Atlantic Arctic environmental variability, three sites located in different parts of the region were selected for palaeoenvironmental reconstructions with focus on extracting the climatic information. With this intention, sedimentary cores from i) Lake Garmaksla, Central Svalbard, ii) Jarfjorden, northeastern Norway, and iii) Kobbefjord area, southwestern Greenland, were retrieved and subjected to multi-proxy investigation. The absolute chronostratigraphic framework was established by comprehensive radiocarbon (14 C) and short-lived radioisotopes (210 Pb, 137 Cs) dating. Further analyses include measurements of magnetic susceptibility, grain size distribution, element composition by means of X-ray fluorescence (XRF), and elements bound to organic matter, i.e. organic carbon, nitrogen, sulphur and biogenic silica. The relationships between the...

Geologic mapping in the Phil Pico Mountain quadrangle and analysis of the Carter Oil Company Carson Peak Unit 1 well have provided additional constraints on the erosional and uplift history of this section of the north flank of the Uinta Mountains. Phil Pico Mountain is largely composed of the conglomeratic facies of the early Eocene Wasatch and middle to late Eocene Bridger Formations. These formations are separated by the Henrys Fork fault which has thrust Wasatch Formation next to Bridger Formation. The Wasatch Formation is clearly synorogenic and contains an unroofing succession from the adjacent Uinta Mountains. On Phil Pico Mountain, the Wasatch Formation contains clasts eroded sequentially from the Permian Park City Formation, Permian Pennsylvanian Weber Sandstone, Pennsylvanian Morgan Formation, and the Pennsylvanian Round Valley and Mississippian Madison Limestones. Renewed uplift in the middle and late Eocene led to the erosion of Wasatch Formation and its redeposition as Bridger Formation on the down-thrown footwall of the Henrys Fork fault. Field observations and analysis of the cuttings and lithology log from Carson Peak Unit 1 well suggest that initial uplift along the Henrys Fork Fault occurred in the late early or early middle Eocene with the most active periods of uplift in the middle and late Eocene (Figure 8, Figure 24, Appendix 1). The approximate post-Paleocene throw of the Henrys Fork fault at Phil Pico Mountain is 2070 m (6800 ft). The Carson Peak Unit 1 well also reveals that just north of the Henrys Fork fault at Phil Pico Mountain the Bridger Formation (middle to late Eocene) is 520 m (1710 ft) thick; an additional 460 m (1500 ft) of Bridger Formation lies above the well on Phil Pico Mountain. Beneath the Bridger Formation are 400 m (1180 ft) of Green River Formation (early to middle Eocene), 1520 m (5010 ft) of Wasatch Formation (early Eocene), and 850 m (2800 ft) of the Fort Union Formation (Paleocene). Stratigraphic data from three sections located east to west across the Phil Pico Mountain quadrangle show that the Protero-zoic Red Pine Shale has substantially more sandstone and less shale in the eastern section of the quadrangle. Field observations suggest that the Red Pine Shale undergoes a facies change across the quadrangle. However, due to the lack of continuous stratigraphic exposures, the cause of this change is not known.