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1.
 The uranium deposits in the basin of Franceville (Gabon) host the only natural fission reactors known in the world. Unique geological conditions favoured a natural fission reaction 2 Ga ago. This was detected by anomalous isotopic compositions of uranium and rare earth elements (REE), which are produced by the fission reaction. In total, 16 reactor zones were found. Most of them are mined out. The reactor zone of Bangombé, is only 10–11 m below the surface. This site has been influenced by surface weathering processes. Six drill cores have been sampled at the site of the reactor zone of Bangombé during the course of the study and only one drill core (BAX 08) hit the core of the reactor. From these data and previous drilling campaigns, the reactor size is estimated to be 10 cm thick, 2–3 m wide and 4–6 m long. The migration of fission products can be traced by the anomalous isotope ratios of REE because of the fission process. The 149Sm/147Sm ratio close to the reactor zone is only 0.28 (normal: 0.92) because of the intense neutron capture of 149Sm and subsequent transmutation, whereas 147Sm is enriched by the fission reaction. Similar changes in isotopic patterns are detectable on other REE. The isotope ratios of Sm and Nd of whole rock and fracture samples surrounding the reactor indicate that fission-genic REE migrated only a few decimetres above and mainly below the reactor zone. Organic matter (bitumen) seems to act as a trap for fission-genic REE. Additional REE-patterns show less intense weathering with increasing depth in the log profile and support a simple weathering model. Received: 26 November 1999 · Accepted: 2 May 2000  相似文献   
2.
This paper presents the results of a study undertaken todetermine the seismic hazard of Lebanon. The seismic hazard evaluation wasconducted using probabilistic methods of hazard analysis. Potential sourcesof seismic activities that affect Lebanon were identified and the earthquakerecurrence relationships of these sources were developed from instrumentalseismology data, historical records, and earlier studies undertaken toevaluate the seismic hazard of neighboring countries. The sensitivityof the results to different assumptions regarding the seismic sources in theLebanese segment and choice of the attenuation relationship wasevaluated. Maps of peak ground acceleration contours, based on 10percent of probability of exceedance in 50 years and 100 years time spans,were developed.  相似文献   
3.
Landslides in Jordan have caused numerous problems during the past 40 years. The most critical slides occurred during the period of 1991/1992 after exceptional heavy rain and snowfall. Many disastrous landslides occurred along the newly reconstructed international highway that links Amman, Jerash and Irbid. Causes for these slides are attributed mainly to the lack of a comprehensive overview and geotechnical understanding of the problem.Many investigators have been interested in this problem of finding an adequate solution to such landslides in Jordan either by using theoretical analysis or by using computer software to solve the slope instability problems. A detailed study was conducted at the Jordan University of Science and Technology to investigate the potential causes and measures for this problem. Seven landslides along the mountainous section of this international highway were reviewed. One of these landslides was thoroughly investigated using a three-dimensional computer program called JUST-SLOPE introduced at the Jordan University of Science and Technology campus. Results of this study indicate that landslides at this site could have been predicted had this technique been applied prior to the occurrence of this slide.  相似文献   
4.
Zarif  Fardous  Slater  Lee  Mabrouk  Mohamed  Youssef  Ahmed  Al-Temamy  Ayman  Mousa  Salah  Farag  Karam  Robinson  Judy 《Hydrogeology Journal》2018,26(4):1169-1185

Understanding and developing groundwater resources in arid regions such as El Salloum basin, along the northwestern coast of Egypt, remains a challenging issue. One-dimensional (1D) electrical sounding (ES), two-dimensional (2D) electrical resistivity imaging (ERI), and very low frequency electromagnetic (VLF-EM) measurements were used to investigate the hydrogeological framework of El Salloum basin with the aim of determining the potential for extraction of potable water. 1D resistivity sounding models were used to delineate geoelectric sections and water-bearing layers. 2D ERI highlighted decreases in resistivity with depth, attributed to clay-rich limestone combined with seawater intrusion towards the coast. A depth of investigation (DOI) index was used to constrain the information content of the images at depths up to 100 m. The VLF-EM survey identified likely faults/fractured zones across the study area. A combined analysis of the datasets of the 1D ES, 2D ERI, and VLF-EM methods identified potential zones of groundwater, the extent of seawater intrusion, and major hydrogeological structures (fracture zones) in El Salloum basin. The equivalent geologic layers suggest that the main aquifer in the basin is the fractured chalky limestone middle Miocene) south of the coastal plain of the study area. Sites likely to provide significant volumes of potable water were identified based on relatively high resistivity and thickness of laterally extensive layers. The most promising locations for drilling productive wells are in the south and southeastern parts of the region, where the potential for potable groundwater increases substantially.

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5.
This paper presents the results of triaxial tests conducted for the investigation of the influence of geotextile on both the stress–strain and volumetric change behavior of reinforced sands. Tests were carried out on loose sand. The experimental program includes drained compression tests on samples reinforced with different values of both geotextile layers (1 ≤ Ng ≤ 3) and confining pressure (\(\upsigma_{\text{c}}^{\prime }\)) varying from 50 to 200 kPa. Tests show that the contribution of geotextile is negligible until an axial strain threshold that range between 2.5% for a confining pressure of 50 kPa to lower than 1% for 100 and 200 kPa confining pressure. At higher values of εa, geotextile induces a quasi-linear increase in the stress deviator (q) and volume contraction in the reinforced sand. Tests show a negligible influence of the number of geotextile layers (Ng) on the contribution of geotextile to both stress–strain and volumetric change, when normalized with Ng. Tests also show that the contribution of geotextile to the stress–strain mobilization augments with the increase in the confining pressure, while its contribution to the volume contraction decreases with the increase in the confining pressure. The reinforced soil becomes contracting in the case of 2 and 3 geotextile layers.  相似文献   
6.
A structural synthesis of the Proterozoic Arabian-Nubian Shield in Egypt   总被引:3,自引:0,他引:3  
Detailed structural geological and related studies were carried out in a number of critical areas in the Proterozoic basement of eastern Egypt to resolve the structural pattern at a regional scale and to assess the general characteristics of tectonic evolution, orogeny and terrane boundaries. Following a brief account of the tectonostratigraphy and timing of the orogenic evolution, the major structural characteristics of the critical areas are presented. Collisional deformation of the terranes ended about 615-600 Ma ago. Subsequent extensional collapse probably occurred within a relatively narrow time span of about 20 Ma (575 – 595 Ma ago) over the Eastern Desert and was followed by a further period of about 50 Ma of late to post-tectonic activity. The regional structures originated mainly during post-collisional events, starting with those related to extensional collapse (molasse basin formation, normal faulting, generation of metamorphic core complexes). Subsequent NNW-SSE shortening is documented by large-scale thrusting (towards the NNW) and folding, distributed over the Eastern Desert, although with variable intensity. Thrusts are overprinted by transpression, which was localized to particular shear zones. Early transpression produced, for example, the Allaqi shear zone and final transpression is documented in the Najd and Wadi Kharit-Wadi Hodein zones. Two terrane boundaries can be defined, the Allaqi and South Hafafit Sutures, which are apparently linked by the high angle sinistral strike-slip Wadi Kharit-Wadi Hodein shear zone with a tectonic transport of about 300 km towards the W/NW. In general, the tectonic evolution shows that extensional collapse is not necessarily the final stage of orogeny, but may be followed by further compressional and transpressional tectonism. The late Pan-African high angle faults were reactivated during Red Sea tectonics both as Riedel shears and normal faults, where they were oriented favourably with respect to the actual stress regime.  相似文献   
7.
The Bled el Mass, Azzel Matti, Ahnet and Mouydir areas are located in the northwest of the Touareg Shield (Central Sahara, Algeria). Within the Devonian sedimentary formations, nine oolitic ironstone occurrences of EXID type (Extensive Ironstone Deposition) are interbedded.Their mineralogical composition is characterized by four different paragenetic associations: P1 (Chamosite — magnetite — maghemite — goethite); P2 (chamosite — hematite — goethite — calcite); P3 (chamosite — hematitegoethite — quartz); and P4 (chamosite — hematite — goethite). Using textural analysis, four main ironstone facies are distinguished: FOD (ooliths scattered in a detrital groundmass); FOND (ooliths scattered in a non detrital groundmass); FOC (cemented ooliths) and FMC (microconglomeratic facies).Primarily developed in calm conditions by intrasedimentary processes within an iron-rich silicated mud, in lagoons or embayments, ooliths subsequently acquired a detrital character.The ironstone deposition seems to be induced by several pulses of sedimentation through the Devonian and is considered as indicator of sedimentary subcycles. Therefore, the oolitic ferriferous sediments indicate a cratonic sedimentation on the borders of a large epicontinental sea. The source of the iron could be a remote southern continent, probably the Pan-African mobile belt of Nigeria and the Congo Shield.The ironstones of the Central Sahara can be considered as an important branch of the North-African Oolitic Ironstone Belt, extending from Rio de Oro to Libya.
Zusammenfassung Die Gebiete des Bled el Mass, des Azzel Matti, des Ahnet und des Mouydir, liegen im Nordwesten des Touaregschildes (Zentral Sahara, Algerian). Neun eisenoolithische Horizonte sind hier in die devonischen Sedimente eingeschaltet. Ihr Mineralinhalt kann durch vier verschiedene Paragenesen charakterisiert werden:P1=Chamosit + Magnetit + Maghemit + Goethit; P2= Chamosit + Hämatit + Goethit + Kalzit; P3=Chamosit + Hämatit + Goethit + Quartz; P4=Chamosit + Hämatit + Goethit.Vier vererzte Fazies Typen treten auf: FOD: (die Ooide sind in einer detritischen Marix eingelagert); FOND: (die Ooide sind in einer nichtdetritischen Matrix eingelagert); FOC: (die Ooide sind verfestigt); FMC: microkonglomeratische Fazies.Die Ooide entwickeln sich in ruhigen Bedingungen, in Lagunen oder Meerbusen, durch die Bildung von Konkretionen im Sediment aus einem silikatischen und eisenreichen Schlamm; sie werden dann wie detritische Komponenten aufgenommen und transportiert.Die eisenoolitischen Ablagerungen scheinen durch mehrere Sedimentationsphasen während des Devons entstanden zu sein; so können sie als Zeichen von Sedimentmikrozyklen betrachtet werden. Diese oolitischen Sedimente sind charakteristisch für eine Kratonsedimentation am Rand eines breiten, epikontinentalen Meeres.Der Usprung des Eisens ist in einem südlichen Kontinent zu suchen, wahrscheinlich in dem mobilen panafrikanischen Gebirge von Nigeria, oder auf dem kongolesischen Schild.Diese Erze der Zentralsahara können als ein wichtiger Zweig des Eisengürtels betrachtet werden, der sich in Nordafrika von Rio de Oro bis Libyen erstreckt.

Résumé Les régions du Bled el Mass, de l'Azzel Matti, de l'Ahnet et du Mouydir sont situées au Nord-Ouest du Bouclier Touareg (Sahara Central, Algérie). Neuf niveaux de minerai de fer oolithique sont interstratifiés dans les formations sédimentaires du Dévonien.Quatre différentes paragenèses caractérisent la composition minéralogique de ces minerais. P1 (chamosite — magnétite — maghémite — goethite); P2 (chamosite — hématite — goethite — calcite); P3 (chamosite — hématite — goethite — quartz) et P4 (chamosite — hématite — goethite). Quatre facies minéralisés ont été en évidence: FOD (oolithes dispersées dans une matrice détrìtique); FOND (oolithes dispersées dans une matrice non détritique); FOC (oolithes cimentées) et FMC (faciès microconglomératique).Développées dans des conditions calmes par concrétionnement intrasédimentaire dans une boue silicatée riche en fer, dans des lagons ou des baies, les oolithes vont acquérir par la suite un comportement détritique.Les dépôts de minerai oolithique semblent avoir été induits par plusieurs pulsations sédimentaires durant le Dévonien et peuvent être ainsi considérés comme des marqueurs de microcycles sédimentaires.Ces sédiments oolithiques sont caractéristiques d'une sédimentation cratonique, sur les bords d'une mer épicontinentale étendue. La source du fer est à rechercher dans un continent situé au Sud, probablement dans la chaîne mobile Pan-Africaine du Nigeria et le Bouclier du Congo.Ces minerais de fer oolithiques du Sahara Central peuvent être considérés comme une branche importante de la ceinture ferrifère Nord africaine, qui s'étend du Rio de Oro à la Libye.

- ( , ) Bled el Mass, Azzel Mati, Ahnet Mouydir. 9 , . :1= — — — ë; 2 = — — ë — ; 3= — ë — ; 4= — — ë. 4 : DFOD — ; FOND — , ; FOC — ; FMC — . , , , ; . , . , . ., , , , , — , Rio de Oro .
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8.
In the present study using the Weather Research and Forecasting (WRF) and Eta models, recent heavy rainfall events that occurred (i) over parts of Maharastra during 26 to 27 July, 2005, (ii) over coastal Tamilnadu and south coastal Andhra Pradesh during 24 to 28 October, 2005, and (iii) the tropical cyclone of 30 September to 3 October, 2004/Monsoon Depression of 2 to 5 October 2004, that developed during the withdrawal phase of the southwest monsoon season of 2004 have been investigated. Also sensitivity experiments have been conducted with the WRF model to test the impact of microphysical and cumulus parameterization schemes in capturing the extreme weather events. The results show that the WRF model with the microphysical process and cumulus parameterization schemes of Ferrier et al. and Betts-Miller-Janjic was able to capture the heavy rainfall events better than the other schemes. It is also observed that the WRF model was able to predict mesoscale rainfall more realistically in comparison to the Eta model of the same resolution.  相似文献   
9.
This paper includes an investigation of the influence of the soil–structure interaction (SSI) on the fundamental period of buildings. The behaviour of both the soil and the structure is assumed to be elastic. The soil‐foundation system is modelled using translational and rotational discrete springs. Analysis is first conducted for one‐storey buildings. It shows that the influence of the SSI on the fundamental frequency of building depends on the soil–structure relative rigidity Kss. Analysis is then extended for multi‐storey buildings. It allows the generalization of the soil–structure relative rigidity Ks to such complex structures. Charts are proposed for taking into account the influence of the SSI in the calculation of the fundamental frequency of a wide range of buildings. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   
10.
The present study was conducted to delineate the pollution vulnerability of the Quaternary aquifer in two areas, Imbaba and Shobra El-Khima, near Cairo, Egypt. Environmental isotopes combined with hydrochemistry were used for this purpose. The groundwater in the Imbaba area (average total dissolved solids about 900 mg/L; sodium/chloride, sulfate, and bicarbonate water types) is more mineralized than groundwater in the Shobra El-Khima area (average total dissolved solids 500 mg/L; calcium and sodium/bicarbonate water type). A high nitrate content and significant mineralization in the groundwater are probably due to contamination of recharge to the aquifer by irrigation drainage, deteriorated sewage networks, and septic tanks. The deuterium and oxygen-18 compositions of the groundwater are depleted compared to Nile River water, which is the main source of aquifer recharge. This less isotopically enriched water probably represents older Nile water recharge that flooded the region before construction of the Aswan High Dam in 1963, or it is a mixture of a young water and originally deposited paleowater that was in deeper horizons at a time of cooler and more humid climate. Intensive pumping has moved the paleowater higher in the aquifer. Groundwater in the Shobra El-Khima area has higher residence time, based on the tritium concentration, than groundwater in the Imbaba area. The percentage of the isotopically depleted water equals 75% in the Shobra El-Khima and 35% in Imbaba, and the thickness of the clay cap above the aquifer is 38 m in Shobra El-Khima and 20 m in Imbaba. These factors are indicative of the rate of recharge to the aquifer and were used to evaluate the pollution vulnerability in the two areas. Electronic Publication  相似文献   
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