Éditeur(s) : HAL CCSD CNRS éditions
Résumé : International audience
Die antike Siedlung von Mandeure und Mathay (Epomanduodurum), welche durch ihre Größe und ihre monumentale Ausstattung als die zweitwichtigste Stadt der Sequaner hinter der Civitashauptstadt Besançon betrachtet wird, ist Gegenstand eines interdisziplinarischen Forschungsprogramms. Dieser Artikel stellt eine Bilanz der Ergebnisse der zwischen 2001 und 2004 durchgeführten Forschungen dar. Im Mittelpunkt der Forschungen der ersten Phase stand der zentralen Teil der Siedlung mit dem Bereich Heiligtum-Theater-spätrömische Befestigung, der für die Problematik der Entstehung, der Entwicklung und dem Ende der römischen Besiedlung besonders interessant ist. Verschiedene, sich ergänzende Projekte wurden eingeleitet: Erforschung des alten Dokumentarbestandes, geophysikalische Prospektionen, geoarchäologische Sondierungen, Plangrabungen, architektonische Untersuchunge. Durch diese Projekte war es möglich, die Kenntnisse über die drei wichtigen Großbauten (Heiligtum-Theater-spätrömische Befestigung) grundsätzlich zu vertiefen und insbesondere die geophysikalischen Prospektionsergebnisse lassen in bemerkenswerter Weise einen dichten Baubestand dieses Stadtteils erkennen. Schließlich konnte die Funktion und die Entwicklung der Flußebene des Doubs in diesem Bereich besser verstanden werden als auch die Art und Weise in welcher die antike Monumentalanlage in diesen einzigartigen natürlichen Rahmen einbezogen wurde.
Since 2001, a collective pluridisciplinary research programme is being undertaken on the antique town of Epomanduodurum in the communes of Mandeure and Mathay. This site is considered like the second one of the Sequani, for its dimensions and the monuments, after the civitas capital, Besançon. This article is an assessment of the investigations conducted between 2001 and 2004. During this period, the central part of the site was studied (sanctuary, theatre, Late fortification area), considered as the most significant for the question of the birth, development and decline of the town. Various complementary approaches have been carried out: study of archives, geophysical and geoarchaeological survey, extent excavations, architectural analyses. They lead to a better understanding of the three main buildings (the Celtic and Gallo-Roman sanctuary, the theatre of the Principate, the Late Antique fortification) and they add considerable informations about the pattern of settlement of this area; so it is possible to detect more precisely the spatial organization and finally to understand how the alluvial plain of the Doubs river was functioning and how the monumental complex has been integrated in such a peculiar landscape.
L'agglomération antique d'Epomanduodurum, située sur les communes de Mandeure et Mathay, et considérée comme la seconde du pays séquane par la taille et la parure monumentale, derrière la capitale de cité, Besançon, fait l'objet d'un programme collectif de recherche, pluridisciplinaire, depuis 2001. Cet article dresse un bilan des résultats des fouilles réalisées entre 2001 et 2004. Dans cette première phase, les investigations ont porté principalement sur la partie centrale du site (secteur sanctuaire-théâtrefortification tardive), perçue comme particulièrement intéressante pour la problématique de la naissance, du développement et du déclin de l'agglomération. Différentes approches complémentaires ont été lancées : étude du fond documentaire ancien, prospections géophysiques, sondages géoarchéologiques, fouilles extensives, études architecturales. Elles ont permis d'approfondir la connaissance des trois principaux édifices (sanctuaire laténien et gallo-romain, théâtre du Haut-Empire, fortification du Bas-Empire), de compléter de façon très notable la trame de l'occupation de ce secteur, et donc d'en mieux percevoir l'organisation spatiale, enfin de mieux comprendre le fonctionnement de la plaine alluviale du Doubs et l'insertion dans ce contexte naturel particulier d'un complexe monumental antique.
ISSN: 0016-4119

halshs-00718356
https://halshs.archives-ouvertes.fr/halshs-00718356

Éditeur(s) : HAL CCSD
Résumé : International audience
In most rock mechanical testing devices, the texture developed during deformation is only observed after the failure, and the detailed mapping of cracks and pore structure evolution, just before or after rupture, remains speculative. Computerized X-ray tomography (CT X-ray) offers a way to observe 'in vivo' some characteristics of a tested sample in the course of its deformation. Therefore we developed an X-ray transparent tri-axial cell that was included in a medical purpose X-ray scanner with a volumetric resolution of the order of 1 mm3. This technique is described and applied to a porous calcarenite, which is regularly scanned for porosity evolution during mechanical testing. The experiment is performed at low confining pressure (2-10 MPa). During testing, an axial load is applied until failure and is then progressively decreased. In these experiments, the peak stress is preceded by phase of diffuse dilatancy. After failure localization, the axial stress is unloaded until the stress reaches isotropy. During this unloading phase, the previous diffuse dilatancy is lost due to an elastic relaxation. Then, the stress is completely relaxed. At this moment the dilatancy increases again and the residual dilatancy is larger than that reached at the peak stress. When observed "post mortem" at microscopic scale, the dilatant structures are comprised of cataclastic deformation bands and cracks in some larger crystals.
International Journal of Rock Mechanics and Mining Science

hal-00767563
https://hal.archives-ouvertes.fr/hal-00767563
DOI : 10.1016/j.ijrmms.2012.07.020

Éditeur(s) : HAL CCSD Springer Verlag
Résumé : International audience
The upward oil migration in a transparent and rough fracture containing a liquid of higher density is studied experimentally using a light transmission technique. The aperture heterogeneity is also measured by light transmission. The injection of oil in a fracture containing a heavier fluid produces a gravitational fingering instability. Depending on the injection velocity (capillary number, Ca) and the density difference between the two fluids (Bond number, Bo), different patterns are observed during the oil displacements. The width of the finger and its velocity are measured as a function of Bo and Ca. A stability analysis of the interface, based on a generalised Darcy equation in a two-dimensional fracture, allows an accurate description of the experimental results. The order of magnitude of the finger width and its velocity are in good agreement with the calculations, with small disparities due to various unknown fluid flow parameters: capillary pressure, finger thickness in the gap of the fracture, finger tortuosity and oil velocity field into the finger. The theoretical approach allows constructing a (Ca, Bo) phase diagram of stability of the interface.
ISSN: 0169-3913

hal-00429329
https://hal.archives-ouvertes.fr/hal-00429329
DOI : 10.1007/s11242-009-9340-2

Éditeur(s) : HAL CCSD American Institute of Physics
Résumé : International audience
In order to be able to provide valuable data in multiparameter measurement field operations, tiltmeters need to have a noise level better or equal than 10-9 rad for a period range from a few minutes to a few years and a long term stability ranging from 10-7 to 10-8 rad/yr. Tiltmeter measurements should also be as much as possible insensitive to thermal disturbances, by taking great care of the horizontality of the base line tube first. Secondly, thermal responses have been assessed. We also took great care of the coupling of our tiltmeters with the bedrock. We've designed a long base tiltmeter with sensors in silica which has a low dilatation coefficient. The linear variable displacement transducer is based on coil coupling (powered by an alternative voltage). Finally we show the results of two 100 m silica water tube tiltmeters which were installed in a mine in the French Vosges massif in the framework of a hydrology research project. These instruments show a remarkably good stability (6.5×10-9 rad/month) and a low noise level (of the order of 10-11 rad). Toroidal and spheroidal free modes of the Earth were observed after the two last major earthquakes on Sumatra.
ISSN: 0034-6748

hal-00708013
https://hal.archives-ouvertes.fr/hal-00708013
https://hal.archives-ouvertes.fr/hal-00708013/document
https://hal.archives-ouvertes.fr/hal-00708013/file/2008_RSI.pdf
BIBCODE : 2008RScI...79c4502B

Éditeur(s) : HAL CCSD
Résumé : We present an experimental study of relations between hydraulic properties of clayey rocks and their deformation at bulk and micro scale. The experimentation is based on triaxial deformation of kaolinitic core samples, on permeability measurements, and on several methods of analysis of the microstructure. To produce the samples, remoulded kaolinite material is consolidated by axial loading up to 20 MPa in an oedometric cell. Then, in a triaxial cell, an undrained stress path is applied in order to induce shearing damage in the sample. The permeability of the sample is measured by fluid flow across the sample. Before and after these hydro-mechanical tests, the evolution and the homogeneity of the pore space and moreover the texture of the material are analysed by X-ray tomography, environmental scanning electron microscopy and thermic neutron diffraction. Contrary to expectations, the permeability at the sample scale does not vary significantly, although quite large deformation is reached. The final deformation is heterogeneous, with well-developed shear bands. It appears that the development of compacting and dilating zones generates a heterogeneous permeability field, which results in a negligible variation of the bulk permeability at the sample scale.
International Journal of Rock Mechanics and Mining Science

hal-00496407
https://hal.archives-ouvertes.fr/hal-00496407
DOI : 10.1016/j.ijrmms.2010.04.007

Éditeur(s) : HAL CCSD
Résumé : International audience
New inclinometers devoted to hydrological studies were set up in the Vosges Mountains (France). Two orthogonal 100-meter base hydrostatic inclinometers were installed in December 2004 as well as a hydrometeorological monitoring system for the 100-km² hydrological unit around the inclinometer. As inclinometers are very sensitive to environmental influences, this observatory is a test site to confront hydrological modelling and geodetic observations. Physical modelling to remove hydrological effects without calibrating on geodetic data is tested on these instruments. Specifically, two deformation processes are most important: fluid pressure variations in nearby hydraulically active fractures and surface loading at regional scale.
International Association of Geodesy Symposia
Perugia, Italy

hal-00710442
https://hal.archives-ouvertes.fr/hal-00710442
https://hal.archives-ouvertes.fr/hal-00710442/document
https://hal.archives-ouvertes.fr/hal-00710442/file/2007IUGG_proceedingsIAG.pdf
DOI : 10.1007/978-3-540-85426-5_63

Éditeur(s) : HAL CCSD Elsevier
Résumé : International audience
Secondary migration is defined as the movement of hydrocarbons through relatively permeable rocks from source to trap: a two-phase flow within a porous medium. Depending on the geometry and capillary pressure distributions of carrier beds, secondary migration has both vertical and lateral components. The present paper focuses on that part of the migration where the movement is mainly vertical. Its objective is to propose a description of the dynamics governing the vertical part of secondary migration based on the main physical aspects of two-phase flow in a homogeneous porous medium. The study is illustrated by laboratory observations performed in a vertical, 2-D Hele-Shaw cell filled with a transparent porous medium where the flow of dyed oil invading a wetting fluid is visually observed. These observations help us to understand the effect of buoyant, capillary and viscous forces on the resulting flow, the relative importance of which is characterized by non-dimensional numbers. Extrapolating these observations to natural media, it is proposed that vertical secondary migration can be described as a percolation of disconnected and vertically-elongated stringers. These stringers do not move continuously but as a succession of snap-off and re-feeding events which result in a jerky upward movement. Using parameters characterizing the physical properties of the fluid and of the porous medium, the geometry and the dynamic behavior of the stringers are estimated. The width of stringers occurring during secondary migration in geological media is centimetric and their vertical size ranges from several centimeters to a few meters. An upper limit of the mean upward velocity of stringers is proposed, as well as an estimate of their spatial density and of the minimum, average horizontal distance (decametric) between two stringers. The stringers are sparsely distributed, resulting in a low average oil loss and a high efficiency of the vertical migration process.
ISSN: 0264-8172

hal-00831370
https://hal.archives-ouvertes.fr/hal-00831370
https://hal.archives-ouvertes.fr/hal-00831370/document
https://hal.archives-ouvertes.fr/hal-00831370/file/pekins-V-edited.pdf
DOI : 10.1016/j.marpetgeo.2013.04.020

Éditeur(s) : HAL CCSD Oxford University Press (OUP)
Résumé : International audience
We investigate the deformation induced by water pressure variations in hydrologically active natural fractures, and recorded by tiltmeters and strainmeters. The deformation associated with a single fracture is derived using finite-element modelling (FEM). A range in fracture geometries is explored, first to highlight the sensitivity of each geometrical parameter to the deformation, and secondly to allow transfer to observation sites. Water level variations in the fracture are then derived from a hydrological model, driven by observed rainfall, and calibrated on fracture water flow measurements. The modelling results are explicitly applied to constrain the local hydrological contribution to observations with the 100-m-long hydrostatic tiltmeter installed at Sainte-Croix-aux-Mines (France). Our study shows that well-founded physical modelling of local hydrological effect allows a substantial correction of records in observatories.
ISSN: 0956-540X

hal-00708093
https://hal.archives-ouvertes.fr/hal-00708093
https://hal.archives-ouvertes.fr/hal-00708093/document
https://hal.archives-ouvertes.fr/hal-00708093/file/fracture_v72.pdf
BIBCODE : 2009GeoJI.178..667L

Éditeur(s) : HAL CCSD Elsevier
Résumé : International audience
Large sand intrusions often exhibit conical morphologies analogous to magmatic intrusions such as saucer-shaped or cup-shaped sills. Whereas some physical processes may be similar, we show with scaled experiments that the formation of conical sand intrusions may be favoured by the pore-pressure gradients prevailing in the host rock before sand injection. Our experiments involve injecting air into a permeable and cohesive analogue material to produce hydraulic fractures while controlling the pore pressure field. We control the state of overpressure in the overburden by applying homogeneous basal pore pressure, and then adding a second local pore pressure field by injecting air via a central injector to initiate hydraulic fractures near the injection point. In experiments involving small vertical effective stresses (small overburden, or high pore fluid overpressure), the fracturing pressure (lambda(fract)) is supralithostatic and two dipping fractures are initiated at the injection point forming a conical structure. From theoretical considerations, we predict that high values of lambda(fract), are due to strong cohesion or high pore fluid overpressure distributed in the overburden. Such conditions are favoured by the pore pressure/stress coupling induced by both pore pressure fields. The dips of cones can be accounted for elastic-stress rotation occurring around the source. Contrary to magmatic chamber models, the aqueous fluid overpressure developed in a parent sandbody (and prevailing before the formation of injectites) may diffuse into the surrounding overburden, thus favouring stress rotation and the formation of inclined sheets far from the parent source. For experiments involving higher vertical effective stresses (thick overburden or low pore fluid overpressure), the fracturing pressure is lower than the lithostatic stress, and a single fracture is opened in mode I which then grows vertically. At a critical depth, the fracture separates into two dilatant branches forming a flat cone. We make use of a P.I.V. (Particle Imaging Velocimetiy) technique to analyse plastic deformation, showing that these inclined fractures are opened in mixed modes. Close to the surface, they change into steep shear bands where fluids can infiltrate. The final morphology of the fracture network is very similar to the common tripartite architecture of various injection complexes, indicating that different mechanisms may be involved in the formation of dykes. Feeder dykes under the sill zones may open as tensile fractures, while overlying dykes may be guided by the deformation induced by the growth of sills. These deformation conditions may also favour the formation of fluid escape structures and pockmarks. (C) 2011 Elsevier B.V. All rights reserved.
ISSN: 0012-821X

hal-00745640
https://hal.archives-ouvertes.fr/hal-00745640
DOI : 10.1016/j.epsl.2011.10.029

Éditeur(s) : HAL CCSD Taylor & Francis
Résumé : International audience
The astronomical and geodetic observatory OCA, located on the karst plateau of Calern (Caussols, France), has been monitoring earth deformation for several years. Two long baseline tiltmeters have been installed in a shaft in 2007, along with classical hydrogeological monitoring tools in order to investigate the relationship between current karst deformation and hydrology. Dye tests have shown that the plateau is drained towards the East, to the spring of Bramafam, except for its Western third. Karst tilting, as recorded by the tiltmeters, is linked to rainfall events. These instruments bring additional information to characterize different reservoirs: the deep karst aquifer of Bramafan with high amplitude oscillations of its water table, up to 100 m, the perched aquifer of Moustiques shaft whose response is attenuated, and several slope aquifers with reduced oscillations (Fontaniers, Castel Bon Pré). Tilt deformation reaches 8 μrad with a definite orientation between N90°E and N100°E. The best correlation between hydrology and tilts is observed for the deep aquifers. If the first autumn rainfall is ineffective on tilt, it recharges the epikarst and refills the reserves. The winter rains cause the water to flush towards the eastern deep aquifer and provokes a quick tilting of the plateau. Finally, the long term variations in tilt and water table show a very good correlation The relationship between current hydrological deformations and tectonics is also analyzed; broken and shifted speleothems in the shafts indicate a general shift of the plateau towards the south.
ISSN: 0985-3111

hal-00708116
https://hal.archives-ouvertes.fr/hal-00708116
https://hal.archives-ouvertes.fr/hal-00708116/document
https://hal.archives-ouvertes.fr/hal-00708116/file/2010_Geodinamica_Calern_final.pdf
BIBCODE : 10.3166/ga.23.49-64