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The imbrication’s area in northern Tunisia is the most external segment of Alpine range, where several associated folds types with thrust ramps are recognized within imbricate units beneath Numidian front slope. Their presence help to understand thrusting mechanisms installation through studied area. In fact, this zone was considered as a result of Paleogene gravitary slop (Kujawski (Ann Miner Géol Tunis (24):281, 1969); Caire (Ann Min Géol Tunis 26:87–110, 1973); Rouvier 1977), which is proved to be affected by major deep decollement, given rise to various structures, some are propagation folds, specific of foreland front, limited to this area, and those in more external position: Tunisian Atlas (Creusot et al. (C R Acad Sci Paris 314(Sér II):961–965, 1992); Ouali and Mercier (PII: S0191-8141(97):00048-5, 1997); Ouali 1984; Ahmadi et al. (J Struct Geol 28:721–728, 2006)). Various categories of fold ramps could be identified: frontal folds ramp NE–SW and others as lateral or oblique ramp with NW–SE trend (Aridhi et al. (C R Geosci 343:360–369, 2011)). The relation between various structures has been used as recognition tools of thrusting sequences and to propose a new deformation chronology. Delimited outcropping of these structures between two both parallel faults strikes with regional displacement, leads to interpret these faults as cogenetic tear faults of propagation thrusts; this fault separates two domains with different deformation styles from each other side.  相似文献   
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Prediction of settlement trough induced by tunneling in cohesive ground   总被引:1,自引:0,他引:1  
Surface settlements of soil due to tunneling are caused by stress relief and subsidence due to movement of support by excavation. There are significant discrepancies between empirical solutions to predict surface settlement trough because of different interpretations and database collection by different authors. In this paper, the shape of settlement trough caused by tunneling in cohesive ground is investigated by different approaches, namely analytical solutions, empirical solutions, and numerical solutions by the finite element method. The width of settlement trough was obtained by the finite element method through establishing the change in the slope of the computed settlement profile. The finite element elastic-plastic analysis gives better predictions than the linear elastic model with satisfactory estimate for the displacement magnitude and slightly overestimated width of the surface settlement trough. The finite element method overpredicted the settlement trough width i compared with the results of Peck for soft and stiff clay, but there is an excellent agreement with Rankin’s estimation. The results show that there is a good agreement between the complex variable analysis for Z/D = 1.5, while using Z/D = 2 and 3, the curve diverges in the region faraway from the center of the tunnel.  相似文献   
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Résumé

Cet article propose une méthodologie d’étude de sensibilité pour cerner l’incertitude d’estimation de la période de retour d’une crue maximale annuelle exceptionnelle connue seulement par la cote des plus hautes eaux. Deux autres contraintes ont présidé au choix méthodologique. Tout d’abord, nous ne disposions pas des débits maximaux de crue à la station (hors ceux de la crue annuelle) et nous disposions d’une courte série des débits maximaux annuels. L’étude a ainsi été focalisée sur les débits moyens journaliers dont la série est complète avec une seule lacune qui est celle de la crue qui nous intéresse. La taille de la série des débits moyens journaliers la plus complète étant assez modérée, un modèle statistique à dépassement de seuil POT (Peaks Over Threshold) a été adopté. A partir de la laisse de crue, le débit maximal de la crue non jaugée a été estimé par cinq approches différentes (méthodes d’extrapolation par régression statistique à partir des paramètres hydrauliques de la station, deux modèles de Manning-Strickler en lit homogène, et deux modèles de Manning-Strickler en lit composé) en adoptant des valeurs de rugosité du lit couvrant l’incertitude reflétée d’après les jaugeages existants. Nous avons proposé d’étudier la distribution statistique du rapport α du débit maximum instantané de la crue annuelle à son débit moyen journalier. Par ce biais, l’observation de la laisse de crue a été mise à profit pour compléter la série des débits moyens journaliers moyennant une hypothèse sur la valeur de α. L’article traite l’incertitude sur α pour diverses hypothèses sur la rugosité du lit. Une distribution lognormale a été ajustée pour α et des simulations de Monte Carlo ont été entreprises. Une valeur du débit moyen journalier a alors été attachée à chaque simulation de Monte Carlo de α. Cinquante (50) simulations ont été effectuées dans chaque cas. Le modèle à dépassement de seuil a été appliqué à chaque série de débits moyens journaliers ainsi complétée par simulation. Les quantiles des débits moyens journaliers pour différentes périodes de retour ont été estimés pour chaque série complétée. La dispersion de ces derniers a été représentée par une boite à moustaches et a été quantifiée par l’intervalle interquartile. L’application a porté sur une station hydrométrique contrôlant un bassin de 9000 km2 en région semi-aride nord africaine. Les séries d’observation ont été étudiées pour la période 1984–2006 pour laquelle 114 jaugeages étaient disponibles. La médiane du quantile quinquagennal du débit moyen journalier varie de 1410 à 1840 m3/s en fonction du seuil de dépassement retenu et de la valeur du coefficient de rugosité du lit. Les différentes méthodes, en considérant les différents seuils de troncature, conduisent à un intervalle interquartile de la période de retour du débit moyen journalier de cette crue variant entre 30 et 70 ans.
Editeur Z.W. Kundzewicz; Editeur associé C. Leduc

Citation Aridhi, H., Bargaoui, Z., et Assia Chebchoub, F., 2014. Etude de la sensibilité d’estimation de la période de retour d’une crue connue seulement par la cote atteinte. Hydrological Sciences Journal, 59 (5), 978–992.  相似文献   
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Bir M'Cherga-Ain Asker area, situated in the hinterland of Zaghouan thrust (Tunisian dorsal), was the land example treated with metric and cartographic scale in order to identify duplex genesis criteria and to include thrusting tectonics associated with tear faults, which are in fact the directory response generating duplex structures identified in outcrop for the first time through Tunisia in this case. Given its geological location between the "dôme" and the "dorsal" zone of Tunisia, this area was the most exposed to a highly paleostress history expressed by a huge fault system remobilization and reactivation through several tectonic events from NE–SW middle Cretaceous distension to a NW–SE and NNW–SSE Paleogene compression. Regarding fault planes generated analysis, they show numerous streak generation of normal, strike-slip, and reverse faults that go with geodynamic and paleostress evolution of the studied area; we note that each streak generation is perfectly matching with one of the tectonic event (mentioned before) affecting the area. In this paper, we analyze duplex structure elaboration scenarios to assess the involved kinematics and their geometrical recognition criterious. We propose to discuss the causes of duplex structures installation in a thrust belt system and the predictable geometrical styles after its installation on foreland or backland. Using the geometrical criteria acquired through this analysis, we will show that such, however, exceptionable structures exist on the land, and that they record the mechanisms of their genesis linked to the tear faults acting in this case. We describe "tear faults" as the sliding breaks which disunite two compartments during deformation, allowing them to undergo different independent deformations in their drawing and their width (for example more or less stretched folds). These types of faults differ from that of the true stick-slip faults, which slice and shift preformed structures (it's even this shift which makes it possible to highlight them); here, there are no shift but dissimilarity of the structures on both sides of the fault; therefore, deformations are the direct results of displacements; they are expressed in thrust belts by ramp folds, intense internal deformations, and even by complex duplex structures. A duplex feature that is not mainly studied is made up by tilted imbricate sedimentary sequences (or horses), separated by link thrusts and underlined respectively at their tops and bottoms by roof and floor thrusts. Imbrications cause a shortening, a thickening, or a thinning of stratigraphic columns and even its crushing and inverting. In thrust belts, duplexes are usually set up following two or even more deformational events; those structures start typically with decollement and imbricate sedimentary unit ones which are made cover by a roof thrust sometimes visible at outcrop. Through this paper, we suggest to discuss geometrical duplex criteria, and we will try a zooming through different scales, from regional to local one in order to show how the shape (expression) of the deformation differs.  相似文献   
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Integrated analyses of magnetic, geochemical and textural data on six cores from the northwestern Iberian continental shelf allowed the reconstruction of the paleoenvironmental evolution of this area since the last glacial maximum (LGM). Four sedimentary units were identified, representing a succession from fluvial and subaerial settings to high and finally low-energy marine deposits subsequent to the post-LGM sea-level rise. The uppermost unit was deposited during the Holocene and its magnetic properties were controlled by the interplay between detrital input and early diagenetic reductive dissolution of magnetic minerals. Identification of a primary steady-state early diagenetic signal allowed the recognition of periods of increased detrital input, bounded by intervals of lower detrital input and intensified reductive diagenesis related to intensified upwelling in the area. These paleoenvironmental alternations are consistent with the climatic evolution of the late Holocene. During the Roman Warm Period and Medieval Warm Period, the combined effect of greater humidity and intense agricultural and mining activities led to a greater erosion and transport of detrital sediments to the shelf. In contrast, enhanced diagenetic reduction intervals, caused by upwelling intensification, were roughly coincident with the colder Dark Ages and the Little Ice Age.  相似文献   
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The manufacturing of phosphoric acid from natural calcium phosphate generates a solid residue containing 25–30% humidity. This solid residue (phosphogypsum) generates acidic solution (pH ≈ 2.5) containing several toxic ionic species, that coat its grains. Fluorides and heavy metals such as cadmium are considered the most harmful species contained in the released solution from phosphogypsum. The purpose of this work is to study the trapping of fluorides and cadmium in phosphogypsum as well as effluent neutralization before its discharge into natural recipient. Therefore, calcium carbonate finely ground was added and fully mixed with wet phosphogypsum. A four factors central composite design was used to model and to optimize the operating parameters that govern the process. The studied factors were temperature, reaction time, mass, and grains size of CaCO3. Considered responses were pH, F, and Cd2+ concentrations in the released solution after reaction with CaCO3. The optimum operating conditions were quite efficient to trap, respectively, 99% Cd2+ and 97% of F with a final pH of 6.66. So an original, easy, simple, and cost effective method to trap some toxic species on phosphogypsum through CaCO3 addition would likely to be integrated in phosphoric acid manufacturing plant.  相似文献   
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