Romans-sur-Isère. 1/50000 - BRGM

Romans-sur-Isère. 1/50000 - BRGM

Romans-sur-Isère. 1/50000 - BRGM



 · As the maps show (BRGM 1967, 1975, 1978) for the Moucherotte, Rencurel and Cherennes thrusts, the Mesozoic sediments are thrusted onto Miocene molasse, thus roughly dating the thrusting events. In the kinematic model proposed hereafter, the aim is not to state the absolute age of any event but give the relative chronology of the thrusts determined from a …

This work was funded by the BRGM contract L10 U 044. References Angelier, J. , and P. Mechler ( 1977 ), Sur une methode graphique de recherche des contraintes principales également utilisable en tectonique et en sismologie: La methode des diedres droits , Bull. Soc. Geol. Fr. , …

The Pontgibaud crustal fault zone (CFZ) in the French Massif Central provides an opportunity to evaluate the high-temperature geothermal potential of these naturally permeable zones. Previous 2D modeling of heat and mass transfer in a fault zone highlighted that a subvertical CFZ concentrates the highest temperature anomalies at shallow depths. By comparing the results …

EPSG:3857 (after the 1/50,000th geological map published by BRGM). Geofluids 11. Pontgibaud CFZ (see location in Figure 1) are shown in Figures 9(a)–9(d). The sample is characterized by a fractured part as well as a matrix part. Samples were cored at the edge between the fractures and the matrix (Figure 9(b)) as well as in the matrix (Figures 9(c) and 9(d)). …

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Engineering tests results show that JG has metal disk abrasion less than 21 mm, flexural strength of 16.9 Mpa, average dry specific gravity of 2.69 and very low absorption while the compressive strength results range between 60 to 90 Mpa. The results show that the engineering characteriza-tion of JG is complying with local and international specifications and standards used for …

BRGM, Orléans, France ([email protected]) Landslide hazard assessment is the estimation of a target area where landslides of a particular type, volume, runout and intensity may occur within a given period. The first step to analyze landslide hazard consists in assessing the spatial and temporal failure probability (when the information is available, i.e. susceptibility …

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