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Soulef Amamria Mohamed Sadok Bensalem Mohamed Ghanmi Fouad Zargouni 《Arabian Journal of Geosciences》2013,6(6):2081-2087
The Bou Omrane is an example of southern–central Atlassic Tunisian folds, this massive is presented by an anticline delimited by a NE–SW thrust. The geometry study of this anticline (hinge and subvertical layers) associated to structural and stratigraphic correlation confirms the development of structures according to “fault propagation fold” model. Using numerical software Rampe 1.3.0, the balanced cross-sections demonstrate the complicated growth of Bou Omrane anticline. The resulted structure is obtained by thrusting on breakthrough coupled to blockage of ramp on the back limb. All these condition confirm the role of diversity of tectonics events and the inheritance tectonics notion associated with the reactivation of pre-existing faults on the genesis of folds and the development of collapse structures according to more than one decollement level. 相似文献
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Mohamed Sadok Bensalem Mohamed Ghanmi Fouad Zargouni 《Arabian Journal of Geosciences》2011,4(1-2):229-237
The evolution of geological structures is related particularly to reactivation of preexisting fault, thus the importance of tectonic inheritance. Basing on stratigraphic and structural data in external zones leaving the example of Gafsa Basin (southern central Tunisia), we study the evolution of folds during tectonic phases. The structural and stratigraphic data prove that Gafsa Basin is subject for more than one tectonic phase where beginning by Cretaceous extension and reactivated by Atlasic compression. The combination of field results associated to that geomorphology confirms the application of “fault propagation model” as evolution mode of folds. The balanced of cross section, using numerical software Ramp E.M. 1.5.2, shows the importance of tectonic inheritance to interpret evolution of structures reliefs. The deformation increases related to reactivation of old normal fault. The most important deformation is observed in Jbal At Taghli presenting folds in the form of duplex resulted from conjugate activity of tear fault; it is the first interpretation of tear fault activity in surface in the scale of Tunisia. The application of fault propagation fold model to interpret fold genesis confirms the field data and proves the role of tectonic inheritance and reactivation of preexisting faults in the evolution of structures during different tectonic phases. 相似文献
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Sidali Denine Sadok Feia Rawaz Dlawar Muhammed Jean Canou Jean-Claude Dupla 《Marine Georesources & Geotechnology》2013,31(5):599-608
AbstractAn experimental study about the effects of initial conditions of soil and geotextile reinforcement on the mechanical behavior of reinforced sand is presented in this paper. A series of direct shear tests are conducted on reconstituted specimens of dry and moist natural sand prepared with different initial water content (w?=?0, 1.5, 3, and 5%) and including the two arrangements of geotextile layers (one and two layers, respectively). Both S41 and PEC55types of non-woven geotextile were used and placed at different heights of the specimens to investigate the effect of geotextile reinforcement on the behavior of sand. Test specimens were prepared at Dr =80% of relative density and were subjected to three different normal stresses of 100, 200, and 300?kPa. The experimental results showed that the deposition mode (wet and dry) and the geotextile reinforcement have significant effects on the behavior of reinforced sand. The increase in shear strength is relatively more significant for specimens prepared with dry deposition mode as compared to those prepared with wet deposition mode and it increases with the number of geotextile layers, this effect becomes less significant for wet specimens. The experimental results also demonstrated that (PEC55) non-woven geotextile shows a better performance than the (S41) of geotextile. These results can be explained by the effective tensile strength property of polyester yarns of the (PEC55) non-woven geotextile that it has led to a significant increase in the shear strength. 相似文献
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Mohamed Sadok Bensalem Mohamed Hedi Bensalem Amira Ayed Khaled Soulef Amamria Mohamed Ghanmi Fouad Zargouni 《Proceedings of the Geologists' Association. Geologists' Association》2019,130(1):66-75
The development of belt structures in intracratonic chains is guided by the convergence system. In the Southern-Central Tunisian Atlas, several parameters control the evolution of thrust folds during different tectonic phases. One of these phases is tectonic inheritance, which leads to the reactivation of pre-existing normal faults during compressive phases. The angle between the direction of these faults and the shortening axis (NNW-SSE) is the most important parameter for interpreting the mode of the evolution of thrust folds. Jebel Elkebar is an example of a structure developed on NW-SE-oriented faults that is perpendicular to the shortening axis. Based on the geometry of its folds, Jebel Elkebar is interpreted as a 'Fault Related Fold'. The E-W-oriented Orbata structure is oblique to the direction of the shortening axis and is interpreted through the model 'Fault Propagation Fold' with 'Breakthrough'. The Gafsa Fault, which is parallel to the shortening axis, is a transpressional fault interpreted through the 'Strain Partitioning' mode, which is associated with the oblique ramp fold. The development of various thrust folds requires the presence of a basal decollement level during the Triassic succession. In the Southern-Central Tunisian Atlas, the deformation is variable (geometry of fold closure) and is correlated with the depth of the decollement level; indeed, the intensity of deformation is proportional to the depth of the decollement level. Consequently, the most important deformation is in the higher successions and is a vertical migration of the decollement level associated with thin-skinned deformation. 相似文献
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It is well known that the specimen preparation method and the resulting sand fabric significantly affect sand behaviour and sand liquefaction resistance. In this study, a simple experimental method namely tensiometric method is presented for evaluation of the effect of the samples reconstituting methods on microstructure and the pore-access size distribution of sands. Specimens were prepared using dry funnel pluviation (DFP) and wet deposition (WD) at two densities Dr = 40% (loose state) and Dr = 80% (dense state). The water-retention curve of a sand specimen is evaluated using a technique similar to the hanging column method by application of a step-by-step variation of suction and measure of the corresponding changes in water content. The pore-access size distribution is then evaluated from the water-retention curve. In this experimental study the effects of the mode of deposition and the uniformity coefficient on the pore-access size distribution are investigated. It was found that the specimen generated by the WD method contained a higher percentage of pore size, contrary to the specimen prepared by the DFP which contained a limited percentage of pore size, causing a great influence on the mechanical behaviour of the specimens. 相似文献
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Neochonetes(新戟贝)和Tethyochonetes(特提斯戟贝)是二叠纪-三叠纪界线剖面常见的腕足类化石,对二叠纪-三叠纪之交这一重大地质历史转折期的古生态和古环境研究都具有重要价值,但它们在外部形态上十分相似,给鉴定工作带来难度。通过对中寨剖面所产该2属化石的详细观察、度量、描述、鉴定、统计与对比,从壳形、壳饰、外部和内部构造等几个方面阐述了Neochonetes和Tethyochonetes的异同。此外,在对所采标本进行分类整理的过程中,笔者还发现这2个属较多地出现在长兴阶粉砂质泥岩和硅质泥岩相中,且其时代与岩相分布具有一定的规律。 相似文献
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Mohamed S. Remadna Sadok Benmebarek Naima Benmebarek 《Geomechanics and Geoengineering》2017,12(1):1-13
Ring footings are widely used to support structures like silos and storage tanks. Analytical design of safe and economical shallow footings requires the knowledge of the bearing capacity factors N’c and N’γ. The geotechnical design Eurocode 7 provides such factors only for simple geometric shapes like squares, circles or rectangles. Furthermore the N’γ factor has been extensively carried out but the research on the N’c factor hasn’t yet been performed. Thus, the present study aims to provide the first numerical N’c values of a ring footing laying on general c-φ Mohr-Coulomb soil. The results, carried out by using FLAC code, indicate that for rough footings there is an optimal ring which is also dependent of the friction φ. The optimal value of ri/r0 is found to be almost equal to 0.26, 0.33 and 0.46 corresponding respectively to a low, medium and high friction soil. The results also indicate that the soil dilation angle influences the value of N’c when the soil displays high non-associativity for large internal friction angle values. The computational results are presented in the form of design tables and graphs, and compared with previous published results available in the literature. 相似文献
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Various mechanisms can affect the permeability of dense unconsolidated sands: Volumetric dilation can lead to permeability increase, whereas strain localization in shear bands may increase or decrease the permeability depending on the state of compaction and on the level of grains breakage inside the band. To investigate these various mechanisms, an experimental study has been performed to explore the effect of different factors such as grain size and grain shape, confining pressure, level of shear, stress path, and formation of one or several shear bands on the permeability of dense sands under triaxial loading. The experimental results show a reduction of permeability during the consolidation phase and during the volumetric contraction phase of shear loading, which can be related to the decrease of porosity. The experimental results also show that, depending on the confining pressure, the permeability remains stable or decreases during the volumetric dilation phase despite the increase of total porosity. This permeability reduction is attributed to the presence of fine particles, which result from grains attrition during pre-localization and grains breakage inside the shear band during the post-localization phase. 相似文献
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Caterina Casagranda Mohamed Sadok Dridi Charles Franois Boudouresque 《Estuarine, Coastal and Shelf Science》2006,66(3-4):437-446
Abundance, population structure and production of the macro-invertebrates belonging to the functional feeding group of the shredders were studied in the Ichkeul wetland, northern Tunisia, from July 1993 to April 1994. Mean above-ground macrophyte biomass was at a maximum in September followed by a complete breakdown of the Potamogeton pectinatus L. meadow from October onward due to high salinity following an exceptionally dry winter. Only the meadow of Ruppia cirrhosa (Petagna) Grande at Tinja remained in place. Abundance of Gammarus aequicauda (Martynov 1931), Idotea chelipes (Pallas 1766) and Sphaeroma hookeri Leach 1814 was significantly related to the R. cirrhosa biomass. Gammarus aequicauda presented two recruitment periods in spring and autumn, and S. hookeri a third one in winter. The population of I. chelipes was renewed during winter by continued reproduction without any spring generation. Recruitment of all three species was not very successful during the study period. Life span of all three species was between 12 and 15 months. Despite their relatively low biomass and production rate, the shredders have a key function in processing macrophyte matter to different trophic levels through fragmentation and accelerating the decomposition of macrophyte biomass accumulated at the end of the growth season in the Ichkeul lagoon. 相似文献
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