No 3 (2016)

The article focuses on the technical issues of implementing such innovative forms of electoral technologies, such as electronic voting, in the Syrian Arab Republic. The article provides the definition of electronic voting in general, and of two of its main types: remote voting, carried out from uncontrolled environments with the help of public means of communication, such as mobile phones, personal computers, specialized electronic devices - terminals installed in places widely available, and stationary electronic ballot held in a controlled environment (at polling stations) using specialized hardware. Based on the analysis of advantages and disadvantages of each of these types of e-voting, as well as taking into account the information and telecommunication capabilities at the disposal of the Syrian Arab Republic made a choice in favor of a stationary electronic voting as meeting the basic requirements of the electoral process, implemented through the use of information technology - the efficiency, availability, reliability, security.As a model system, similar to that provided to adapt it to the existing system in the Syrian Arab Republic, the material and technical base and the necessary optimization, presents possibility to design and implement geographically distributed automated national system for the organization and conduct of elections at all levels, including through electronic voting, elected by the State Automated System (SAS) of the Russian Federation “Elections” as best suited to the task, information and telecommunication capacities of the Syrian Arab Republic. Selecting the SAS of the Russian Federation “Elections” as a reference model is also due to the experience of the successful conduct with the help of its member systems of automation, in the particular systems for electronic voting, stationary electronic voting. The article provides a brief description of how the hierarchical structure of the SAS of the Russian Federation “Elections”, as well as the complex of technical devices for the electronic voting, distinguishing the efficiency and reliability of its use, suitability for e-voting organizations outside the country, that in today’s geopolitical environment is a priority for the Syrian Arab Republic.

This work presents the results of laboratory and field studies technogenic mineral formations mining enterprises of the Southern Urals. The study of man-caused mineral formations, due to the need as the scientific basis for their studies and future used technogenic mineral raw materials, and the possibility of expanding the mineral resource base regions using technogenic mineral raw materials in a variety of ways, and the solution of many problems associated with the tense ecological situation in industrial regions, that defines the study of their impact on the environment.

Results of the analysis of a paleotectonic structure of the Donetsko-Syrtovsky field are given in article. Ideas of tectonics of the Donetsko-Syrtovsky field were created as a result of generalization of materials of structural, search, prospecting drilling and a complex from seismoprospecting works. As a result are allocated western - Donetsk and east - Syrtovskoye the raisings divided by a superficial deflection. Results of seismoprospecting works 3D have allowed to gain the most detailed impression about a geological structure of the field. As a result of the executed reconstruction of time seismic cross sections and cubes of data no amplitude diagonal and orthogonal tectonic faults which influence on conditions of sedimentation wasn’t established are allocated. The main feature of morphology of all allocated surfaces supposes an inheritance of structural forms at their gradual planation up to surface. It is established that crest parts of local raisings almost flat, and wings abrupt what demonstrates close connection of tectonics of the base and a sedimentary cover. For the paleotectonic analysis, both data of GIS, and time seismic cross section the corresponding borders (reflecting, stratigrafichesky), being alignment surfaces have been chosen. The main sign of surfaces of alignment according to GIS are the lithological differences of breeds sustained on thickness and structure. In a terrigenous section, as a rule, borders of alignment are dated for a closing stage of formation of sedimentic cycles. The mail results of paleotectonic analysis of time seismic cross section: deposits of kolgan thickness were formed in the conditions of an active phase of the tectonic process dividing the Donetsk and Syrtovsky raisings; the active syndepositional phase of tectogenesis has exerted impact on nature of distribution of sandy material in deposits of kolgan thickness.

The lighology of postglacial bottom sediments are studied in cores from central and north-eastern part of the Barents Sea (25 and 28 cruises of R/V “Academic Nikolai Strakhov” in 2007 and 2011 respectively). Petrographic and chemical composition of modern and late Quaternary sediments from the Fedynskii swell area and the southern rim of the Franz Josef Land were examined. The study revealed sources of clastic material and permitted to estimate their influence on the various stages of post glacial sedimentation. At the end of Late Pleistocene (the initial phase of the ice cover degradation) granitoid rocks of the Kola peninsula are considered to be the main source of clastics in the Fedynskii swell area, while volcanic-sedimentary strata that compose FJL governed sedimentation in the North- East. Sedimentation was accompanied by intense ice-rafting that resulted in mixing of clastics from both sources. Ate the Late Pleistocene to Holocene boundary and later in Holocene the main source of clastic material remained unchanged in the central part of the sea. In the North-East sedimentation was controlled by recycling of previously accumulated deposits. Ice-rafting had no significant values such as at early deglaciation phase. In the case of poor faunal characterization and/or the absence of radiocarbon data petrographic and geochemical study can be used for stratification of the Barents sea bottom sediments.

The article considers the impact of the geomorphological factors on the structural features of the lateritic weathering crusts on the example of the province Fouta Jallon Mandingo.In a given area lateritic (including bauxite) weathering crusts formed mainly by silica-clastic sedimentary rocks (aleuro-pelites and argillites and fine-grained Sandstone) platform cover, deposited sub horizontally everywhere, and dolerites, sills of these deposits. The parent substrate in these areas is close in its composition and occurrence, and climatic conditions are similar.In the study area the relief is generalized in the form presented by the combination of flat, sloping and progesterone the surfaces, represent fragments of aligned surfaces of different ages with different absolute elevations of 100-120 m to 1450-1538 m; from West to East to the axis of the structure increases the number of steps and their absolute marks; the slopes separating the surface - a relatively shallow (10-15°) to steep and steep; flat land of the lower geomorphic levels, that are embedded in the valleys of the rivers and their tributaries; in this case, from West to East from the coastal plains to the axis of the morphological structure of the Fouta Jallon-Mandingo the absolute level of the bottom of geomorphological levels rise from 70-100 m in the West, in the basins Tinguilinta and cogon, and up to 500-700 m in the central part of the Fouta Jallon-Mandingo; the actual bottoms of valleys of the main rivers complex c young late Pleistocene and Holocene terraces, floodplain and channel deposits.

This article has a goal of demonstrating the way unity between sustainable design and traditional elements can be made, forming a synergic whole - by merging both forms and functions of solar chimney and a traditional Russian oven.

Based on an overview of the roof systems of football stadiums, a structural system of a large-span roof made of orthogonal 2-D metal trusses was developed. A computer analysis of bearing capacity of the roof was performed under the assumption of the abnormal increase of the snow load.It has been demonstrated that a limited number of additionally installed metal bars can significantly increase the bearing capacity of the roof. The role of these bars is to reduce the effective length of the most loaded elements of the grid of metal trusses for in-plane and out-of-plane buckling.The limit values of snow load for consecutive steps of reinforcement are established, and the effect of the added bars on the bearing capacity of the roof structure is estimated.The results of the investigation are presented in the form of drawings and diagrams. Conclusions are made on the resource of the load-bearing capacity of the large-span roof of the stadium made of 2-D orthogonal trusses.