91 research outputs found

    Multicriteria model for application of underground gasification in coal deposites in Macedonia

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    With the increasing need for energy, both in quantitative and qualitative terms increasingly demands that natural energy raw materials are used techno - economically and in environmentally optimal way. This should be especially popular in our country does not have sufficient and structurally favorable supplies of energy raw materials. In this paper the aim is to introduce and implement new unconventional method of coal exploitation in order to minimize the emission of harmful gases. Specifically it comes to underground gasification of coal which is still a new and developing technology

    Measuring the seismic effects of a querry for marble

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    In the querry for white marble "Sivec", where the research was carried out during normal exploitation, in the zones where digging is done, marble masses appear, which are broken down, not quality, and they need to be quickly removed. Drilling and mining operations are applied using certain quantities of explosives. In this application there is a danger of damaging the quality marble masses that are located around the blasting zone. This paper is actually a continuation of the paper from the same authors regarding the seismic effects from blasting in surface mines

    Defining the sliding plane in micro plan on rocky massif using geoelectrical method

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    The paper presents data from geoelectrical measurements of micro locations where there is a sliding rock mass. These studies have been conducted on location mountain Plackovica in the Eastern Macedonian zone. The observations were performed with an interval of two years. Method geoelectrical sounding was conducted. Measurements are performed multiple times on the same profile, in order to define the sliding plane, depending on the weather. From the data obtained from geoelectrical sounding it can be concluded that the specific electrical resistance of the rock masses decreases at a time of increased amount of rainfall. During dry periods of the year occur relatively high values of the specific resistance, especially in the surface layer. This phenomenon is normal to expect. The analysis of the specific electrical resistance in the investigated profile clearly indicates that the plane of the sliding rock masses characterized by reduced specific resistance in relation to the surrounding rock mass, especially in extremely wet weather. In these conditions comes to the intense activation of the process of sliding rock masses. The results obtained are consistent with the basic theoretical assumptions, i.e. the zone with increased amounts of water has a lower value of the intensity of the specific electrical resistance, although it is the same type of geological environment. The results of these studies indicate that geoelectrical methods can provide useful information when investigating the sliding plane in rock mass

    Π Π°Π±ΠΎΡ‚Π½ΠΈ услови ΠΏΡ€ΠΈ процСсот Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½Π° Π³Π°ΡΠΈΡ„ΠΈΠΊΠ°Ρ†ΠΈΡ˜Π° Π½Π° јаглСн

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    Π˜ΡΡ‚Ρ€Π°ΠΆΡƒΠ²Π°ΡšΠ°Ρ‚Π° ΠΏΠΎΠΊΠ°ΠΆΠ°Π»Π΅ Π΄Π΅ΠΊΠ° условитС Π·Π° Ρ€Π°Π±ΠΎΡ‚Π° ΠΏΡ€ΠΈ процСсот Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½Π° Π³Π°ΡΠΈΡ„ΠΈΠΊΠ°Ρ†ΠΈΡ˜Π° Π½Π° јаглСни ΠΊΠΎΠΈ ΠΈΠΌΠ°Π°Ρ‚ најголСмо влијаниС Π²Ρ€Π· стапката Π½Π° растот Π½Π° ΡˆΡƒΠΏΠ»ΠΈΠ½Π°Ρ‚Π° сС Ρ‚Π΅ΠΌΠΏΠ΅Ρ€Π°Ρ‚ΡƒΡ€Π°Ρ‚Π°, ΠΏΡ€ΠΈΠ»ΠΈΠ²ΠΎΡ‚ Π½Π° Π²ΠΎΠ΄Π°, притисокот ΠΈ составот гас Π²ΠΎ ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡ‚Π° Π³Π°ΡΠΈΡ„ΠΈΠΊΠ°Ρ†ΠΈΡ˜Π° Π½Π° јаглСн. ОвдС сС ΠΏΡ€Π΅Π·Π΅Π½Ρ‚ΠΈΡ€Π°Π½ΠΈ, Π΅Ρ„Π΅ΠΊΡ‚ΠΈΡ‚Π΅ ΠΎΠ΄ условитС Π·Π° Ρ€Π°Π±ΠΎΡ‚Π° ΠΈ Ρ˜Π°Π³Π»Π΅Π½ΠΎΠ²ΠΈΡ‚Π΅ ΡΠ²ΠΎΡ˜ΡΡ‚Π²Π°, ΠΏΠΎΡ‚ΠΎΡ‡Π½ΠΎ, Ρ˜Π°Π³Π»Π΅Π½ΠΎΠ²Π°Ρ‚Π° рСактивност, Ρ€Π°Π±ΠΎΡ‚Π½ΠΈΠΎΡ‚ притисок, Π·Π°Π³ΡƒΠ±Π°Ρ‚Π° Π½Π° Ρ‚ΠΎΠΏΠ»ΠΈΠ½Π°, ΠΊΠ°ΠΊΠΎ ΠΈ Π²ΠΈΠ΄ΠΎΡ‚ Π½Π° оксидантот ΠΊΠΎΡ˜ΡˆΡ‚ΠΎ сС користи

    Π€Ρ€Π°Π³ΠΌΠ΅Π½Ρ‚Π°Ρ†ΠΈΡ˜Π° Π½Π° ΠΊΠ°Ρ€ΠΏΠΈ – ΠΌΠΎΠ΄Π΅Π»ΠΈΡ€Π°ΡšΠ΅ Π½Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ° ΠΏΡ€Π΅Π΄ ΠΈ ΠΏΠΎ ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅

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    Овој Ρ‚Ρ€ΡƒΠ΄ ΠΈΠΌΠ° Π·Π° Ρ†Π΅Π» Π΄Π° Π½Π°ΠΏΡ€Π°Π²ΠΈ пристап ΠΊΠΎΠ½ Π΄Π΅Ρ„ΠΈΠ½ΠΈΡ€Π°ΡšΠ΅ Π½Π° ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΎΠ»ΠΎΠ³ΠΈΡ˜Π° Π·Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ° Π½Π° Ρ„Ρ€Π°Π³ΠΌΠ΅Π½Ρ‚Π°Ρ†ΠΈΡ˜Π° Π½Π° ΠΊΠ°Ρ€ΠΏΠΈ ΠΏΡ€Π΅Π΄ ΠΈ ΠΏΠΎ ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅. ΠŸΡ€Π΅Π΄ Π΄Π° сС ΠΈΠ·Π²Ρ€ΡˆΠΈ ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅Ρ‚ΠΎ, ΠΌΠ΅Ρ€Π΅ΡšΠ΅Ρ‚ΠΎ Π½Π° сСизмичкитС Π±Ρ€Π·ΠΈΠ½ΠΈ Π²ΠΎ просторот ΠΊΠ°Π΄Π΅ сС ΠΏΠ»Π°Π½ΠΈΡ€Π° Π΄Π° сС ΠΈΠ·Π²Π΅Π΄Π΅ ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅Ρ‚ΠΎ, Π΄Π°Π²Π° ΠΏΠΎΠ΄Π°Ρ‚ΠΎΡ†ΠΈ Π·Π° структурно – тСктонскитС карактСристики Π½Π° ΠΎΠΏΡ„Π°Ρ‚Π΅Π½ΠΈΡ‚Π΅ ΠΊΠ°Ρ€ΠΏΠΈ, Π½ΠΈΠ²Π½Π°Ρ‚Π° компактност ΠΈ сл. По ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅Ρ‚ΠΎ, Π²ΠΈΠ·ΡƒΠ΅Π»Π½ΠΈΠΎΡ‚ ΠΌΠΎΠ½ΠΈΡ‚ΠΎΡ€ΠΈΠ½Π³ ΠΏΡ€Π΅ΠΊΡƒ ΠΈΠ·Ρ€Π°Π±ΠΎΡ‚ΠΊΠ° Π½Π° ΠΌΠΎΠ΄Π΅Π»ΠΈ Π½Π° ΠΎΠ΄ΠΌΠΈΠ½ΠΈΡ€Π°Π½ΠΈ маси со ΠΊΠΎΡ€ΠΈΡΡ‚Π΅ΡšΠ΅ Π½Π° софтвСри Π·Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ° Π½Π° грануломСтрискиот состав Π΄Π°Π²Π° ΠΊΠΎΠ½ΠΊΡ€Π΅Ρ‚Π½Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ° Π½Π° Ρ„Ρ€Π°Π³ΠΌΠ΅Π½Ρ‚Π°Ρ†ΠΈΡ˜Π°Ρ‚Π° ΠΎΠ΄ ΠΌΠΈΠ½ΠΈΡ€Π°ΡšΠ΅Ρ‚ΠΎ. Π’ΠΎΠΊΠΌΡƒ ΠΎΠ²ΠΈΠ΅ Π΄Π²Π΅ ΠΌΠ΅Ρ€Π΅ΡšΠ° ΠΈ Π°Π½Π°Π»ΠΈΠ·Π° ΠΌΠΎΠΆΠ°Ρ‚ Π΄Π° Π±ΠΈΠ΄Π°Ρ‚ ΠΏΡ€Π΅Π΄ΠΌΠ΅Ρ‚ Π·Π° ΠΈΡΡ‚Ρ€Π°ΠΆΡƒΠ²Π°ΡšΠ° ΠΏΠΎΠ²Ρ€Π·Π°Π½ΠΈ со ΠΌΠΎΠ΄Π΅Π»ΠΈΡ€Π°ΡšΠ΅ Π½Π° Ρ„Ρ€Π°Π³ΠΌΠ΅Π½Ρ‚Π°Ρ†ΠΈΠΈ, односно моТност Π·Π° добивањС Π½Π° ΠΎΠΏΡ‚ΠΈΠΌΠ°Π»Π½Π° Π³Ρ€Π°Π½ΡƒΠ»Π°Ρ†ΠΈΡ˜Π° Π½Π° ΠΎΠ΄ΠΌΠΈΠ½ΠΈΡ€Π°Π½ΠΈ ΠΊΠ°Ρ€ΠΏΠΈ

    ОбСм Π½Π° истраТнитС Π³Π΅ΠΎΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈ Ρ€Π°Π±ΠΎΡ‚ΠΈ ΠΈ носивоста Π½Π° ΠΏΠΎΡ‡Π²ΠΈΡ‚Π΅ спорСд Π•Π²Ρ€ΠΎΠΊΠΎΠ΄ 7 (ec7)

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    Π’ΠΎ овој Ρ‚Ρ€ΡƒΠ΄ ΠΏΡ€Π΅Π·Π΅Π½Ρ‚ΠΈΡ€Π°Π½Π° Π΅ ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΎΠ»ΠΎΠ³ΠΈΡ˜Π° Π·Π° ΠΎΠ±Π΅ΠΌΠΎΡ‚ Π½Π° истраТнитС Π³Π΅ΠΎΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈ Ρ€Π°Π±ΠΎΡ‚ΠΈ ΠΈ носивоста Π½Π° ΠΏΠΎΡ‡Π²ΠΈΡ‚Π΅ спорСд Π•Π²Ρ€ΠΎΠΊΠΎΠ΄ 7. ΠŸΡ€ΠΈΡ‚ΠΎΠ° дСмонстриран Π΅ Π½Π°Ρ‡ΠΈΠ½ΠΎΡ‚ Π½Π° Π΄Π΅Ρ„ΠΈΠ½ΠΈΡ€Π°ΡšΠ΅ Π½Π° Π³Π΅ΠΎΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈΡ‚Π΅ истраТни Ρ€Π°Π±ΠΎΡ‚ΠΈ, ΠΊΠ°ΠΊΠΎ ΡˆΡ‚ΠΎ сС: Π±Ρ€ΠΎΡ˜ΠΎΡ‚, распорСдот ΠΈ Π΄Π»Π°Π±ΠΎΡ‡ΠΈΠ½Π°Ρ‚Π° Π½Π° истраТнитС Ρ€Π°Π±ΠΎΡ‚ΠΈ Π·Π° Ρ€Π°Π·Π»ΠΈΡ‡Π½ΠΈ Ρ‚ΠΈΠΏΠΎΠ²ΠΈ Π½Π° Π³Ρ€Π°Π΄Π΅ΠΆΠ½ΠΈ ΠΎΠ±Ρ˜Π΅ΠΊΡ‚ΠΈ ΠΈ ΠΏΡ€ΠΈΠΊΠ°ΠΆΠ°Π½ Π΅ Π½Π°Ρ‡ΠΈΠ½ΠΎΡ‚ Π½Π° ΠΏΡ€Π΅ΡΠΌΠ΅Ρ‚ΡƒΠ²Π°ΡšΠ΅ Π½Π° носивоста Π½Π° ΠΏΠΎΡ‡Π²ΠΈΡ‚Π΅ Π²ΠΎ Π΄Ρ€Π΅Π½ΠΈΡ€Π°Π½ΠΈ ΠΈ Π½Π΅Π΄Ρ€Π΅Π½ΠΈΡ€Π°Π½ΠΈ услови

    Synchronization of overburden dumping in Bucim open pit mine in function of minimal costs

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    Overburden exploatation in open pit β€œBucim” is performed from 3 (three) ore bodies, with least 2 (two) excavating zone. Overburden dumping is in 3 dump: two external and one internal. The need for synchronization of work is imminent, given that it is the same transport machinery - 12 trucks. In this paper it was made an attempt for mathematical modeling of synchronization of transporting and overburden dumping in three dumps

    Geomechanical characteristics of the tailing dam "Topolnica"

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    The tailing dam "Topolnicaβ€œ is a storage type because it has a dual purpose, that is used for the disposal of tailings flotation in the space of a river bed and it accumulate fluid flow water from the river Topolnica which serving open pit mine with drinking water. First projected elevation was 610 m above sea level, it has long been exceeded and reached final height of 90 meters. In the last couple of years, when the elevation of the tailing dam arid approached to the final projected elevation, the open pit mine approached to develop technical documentation for the same elevation. It was made a additional project for elevation to the upstream slope for 20 meters, elevation 630 m. In 2006 it was made second additional project for elevation of the upstream slope for another 24 meters, elevation 654 m and a total height of the crown of 136 meters. With the implementation of a additional project for tailing dam it is numbered as a highest dams in Europe

    Exploatation technology of travertine blocks in "Golubova pestera" querry, s. Beseste - Prilep

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    Abstract: In this paper, will be presented method and the equipment for the exploitation of travertine at the β€œGolubova pestera” site, near the village of Manastir, municipality of Prilep. With main mining project foresees three fields of travertine excavation in which work is done with the same equipment and the same method in the three different areas. Keywords: travertine, cutting, splitting, commercial blocks, lamella

    Geomagnetic research of the archaeological site Isar Marvinci, Republic of North Macedonia

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    In this paper the results of the geophysical investigation on the archeological site Isar-Marvinci are presented. The results show low changes in the magnetic field and the local gradient, as it is an archeological site where there are no buildings and structures built of baked bricks that cause larger magnetic changes in the magnetic field over 100 [nT] or more [nT]. Small anomalies of the magnetic gradient probably indicate graves that have been confirmed by illegal diggers, whose presence can be seen on the ground
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