143 research outputs found

    It For Non It Students--Effective Learning Through Blended Course

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    The most non informatics faculties, following contemporary trends over the past decade have introduced courses like "Basic of computer science". Syllabus at which these courses are conducted mainly consisted of training to learn basic IT skills. In this paper we propose a new course, with a new syllabus and a new approach. This course is designed to be in function of grasp the basic concepts of science and develop a sense for what is needed for using computers for communication, research and office work, in small or large companies. These courses, from 2008 onwards, were successfully implemented at the University "Goce Delcev" in 11 different faculties

    ΠœΠΎΠΆΠ½ΠΎΡΡ‚ΠΈ Π·Π° ΠΊΠΎΡ€ΠΈΡΡ‚Π΅ΡšΠ΅ Π½Π° ΠΊΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚Π½ΠΈΡ‚Π΅ ΡˆΠΊΡ€ΠΈΠ»Ρ†ΠΈ ΠΎΠ΄ Π»ΠΎΠΊΠ°Π»ΠΈΡ‚Π΅Ρ‚ΠΎΡ‚ β€žΠ“ΠΎΠ»Π΅ΠΌ Ρ€ΠΈΠ΄β€œ ΠΊΠ°ΠΊΠΎ архитСктонски Π΄Π΅ΠΊΠΎΡ€Π°Ρ‚ΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½

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    ΠšΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚Π½ΠΈΡ‚Π΅ ΡˆΠΊΡ€ΠΈΠ»Ρ†ΠΈ ΠΎΠ΄ источна МакСдонија сС испитувани со Ρ†Π΅Π» Π΄Π° сС ΡƒΡ‚Π²Ρ€Π΄ΠΈ моТноста Π·Π° ΠΊΠΎΡ€ΠΈΡΡ‚Π΅ΡšΠ΅ ΠΊΠ°ΠΊΠΎ архитСктонско-Π΄Π΅ΠΊΠΎΡ€Π°Ρ‚ΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½. ВСрСнскитС истраги ΠΊΠ°ΠΊΠΎ ΠΈ лабораторискитС ΠΈΡΠΏΠΈΡ‚ΡƒΠ²Π°ΡšΠ° Π±Π΅Π° ΠΈΠ·Π²Ρ€ΡˆΠ΅Π½ΠΈ Π½Π° ΠΏΡ€ΠΈΠΌΠ΅Ρ€ΠΎΡ†ΠΈ ΠΎΠ΄ ΠΊΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚Π½ΠΈ ΡˆΠΊΡ€ΠΈΠ»Ρ†ΠΈ. ΠŸΡ€ΠΈΠΌΠ΅Ρ€ΠΎΡ†ΠΈΡ‚Π΅ сС Π·Π΅ΠΌΠ΅Π½ΠΈ ΠΎΠ΄ ΠΈΠ·Ρ€Π°Π±ΠΎΡ‚Π΅Π½ΠΈΡ‚Π΅ истраТни раскопи. Π Π΅Π·ΡƒΠ»Ρ‚Π°Ρ‚ΠΈΡ‚Π΅ ΠΎΠ΄ Ρ„ΠΈΠ·ΠΈΡ‡ΠΊΠΎ-ΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈ ΠΈΡΠΏΠΈΡ‚ΡƒΠ²Π°ΡšΠ° ΠΏΠΎΠΊΠ°ΠΆΠ°Π° Π΄Π΅ΠΊΠ° самата карпСста маса Π³ΠΈ исполнува ситС Π±Π°Ρ€Π°ΡšΠ° Π·Π° ΡƒΠΏΠΎΡ‚Ρ€Π΅Π±Π° ΠΊΠ°ΠΊΠΎ архитСктонско Π΄Π΅ΠΊΠΎΡ€Π°Ρ‚ΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½ спорСд Π΄Ρ€ΠΆΠ°Π²Π½ΠΈΡ‚Π΅ стандарди Π½Π° МакСдонија, Π½ΠΎ ΠΈ ΠΊΠ°ΠΊΠΎ Π³Ρ€Π°Π΄Π΅ΠΆΠ½ΠΎ-Ρ‚Π΅Ρ…Π½ΠΈΡ‡ΠΊΠΈ ΠΊΠ°ΠΌΠ΅Π½. Π˜ΡΡ‚ΠΎ Ρ‚Π°ΠΊΠ°, ΠΊΠ²Π°Π»ΠΈΡ‚Π΅Ρ‚ΠΎΡ‚ Π½Π° ΠΊΠ°ΠΌΠ΅Π½ΠΎΡ‚ Π΅ повисок Π²ΠΎ ΠΏΠΎΠ΄Π»Π°Π±ΠΎΠΊΠΈΡ‚Π΅ Π΄Π΅Π»ΠΎΠ²ΠΈ Π½Π° Ρ‚Π΅Ρ€Π΅Π½ΠΎΡ‚, ΠΊΠ°Π΄Π΅ ΡˆΡ‚ΠΎ Π½Π°Π΄Π²ΠΎΡ€Π΅ΡˆΠ½ΠΈΡ‚Π΅ влијанија ΠΈΠΌΠ°Π°Ρ‚ ΠΌΠ½ΠΎΠ³Ρƒ ΠΌΠ°Π» Π΅Ρ„Π΅ΠΊΡ‚. Овој ΠΊΠ°ΠΌΠ΅Π½ ΠΈΠΌΠ° високи Π΄Π΅ΠΊΠΎΡ€Π°Ρ‚ΠΈΠ²Π½ΠΈ ΡΠ²ΠΎΡ˜ΡΡ‚Π²Π°, Π½ΠΎ ΠΈ ситно зрнСста структура која прСтставува ΠΏΠΎΠ·ΠΈΡ‚ΠΈΠ²Π΅Π½ Π΅Ρ„Π΅ΠΊΡ‚ Π·Π° Ρ‚Π΅Ρ…Π½ΠΈΡ‡ΠΊΠΈΡ‚Π΅ карактСристики ΠΈ подлоТноста Π½Π° ΠΎΠ±Ρ€Π°Π±ΠΎΡ‚ΠΊΠ°

    Geotectonic model of the Alpine development of Lakavica graben in the eastern part of the Vardar zone in the Republic of Macedonia

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    Lakavica graben is located in the eastern subzone of the Vardar zone, which during the Alpine orogenesis was covered with very complex processes of tectogenesis. On the area of about 200 km2, in the Lakavica graben, are present geological units from the oldest geological periods (Precambrian)to the youngest (Neogene and Quaternary). Tectonic structure, or rupture tectonic, is very intense developed and gives possibility for analysis of the geotectonic processes in the Alpine orogen phase. This paper presents the possible model for geotectonic processes in the Lakavica graben, according to which can be generalized geotectonic processes in the Vardar zone during the Alpine orogeny

    Pollution of water and sediments from Tabanovska river with heavy metals from the abandoned mine Lojane

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    The abandoned Lojane Mine Site and associated processing facilities are located north of city of Kumanovo on the territory of Lipkovo municipality. The old Lojane Mine Site is located between the villages Lojane, Vaksince in area called Rudnicka Kolonija (Mine colony). The total mine site area is about 10 km2. The exploration area includes the territory between the village Chivluk where the old smelter is located, i.e. the flotation tailings from the Lojane Mine, along the flow of Tabanovska river to the village of Gorno Konjare. In Lojane abandoned mine, huge amount of mining waste was left without any adjustment and remediation, leading to mass erosion and transport of waste over large distance in the watershed. Chemical analysis of this waste showed high contamination by toxic heavy metals, while t he leachate of waste leads to the river sediments and waters contamination

    Seismic explorations on the Bela Voda locality near Berovo

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    This paper presents the results from the explorations conducted on the locality Bela Voda, villageDvoriΕ‘te near Berovo. The purpose of the site survey is to determine the potential of the water supplying with underground water according to the represented structural-tectonic and hydrogeological structure, locate and prognosticallydesign exploratory wells for water supply according to the indicated potential, conditions and opportunities for groundwater capture. For the needs of the geophysical measurements, field hydrogeological reconnaissance of the terrain hasbeen performed previously. Hydrogeological research and geophysical measurements have been conducted on the locations where hydrogeological characteristics of the terrain and the presence of the types of water bearing environmentswithin the research area have been defined and explained. The investigations are performed by means of reflectiveseismic scanning of the structural-tectonic assemblage on the terrain by representative investigative profiles and analysis of the known geological data. 10 investigative profiles (RL) with the total length of 1.5 km were made, of which2 in the longitudinal direction of the Bela Voda river and 8 in the transverse or normal profiles of the river itself. Thefield scanning along the investigative profiles was performed with a seismic wave excitation step and a 5 m distanceof geophones and an offset of 10 m. The obtained results from the performed geophysical investigations have confirmedthat there is a small zone of Upper Jurassic granite in which a fissure type of aquifer with fissure porosity is formed.For the construction of well exploration (exploitation boreholes) there is a limited potential area, and four potentiallocations are proposed

    Seismic explorations for defining the damage to the earth dam Pishica in the Republic of North Macedonia

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    The reservoir was built in the middle of the 20th century with a total capacity of 750,000 m3. The height of the dam from the river terrace is 22 m, the length of the crown is 319 m, and the width of the crown is 6 m. Due to the low resistance of the earth dam and the increase of water level due to heavy rains, the lake has leaked on several occasions, causing floods and environmental disaster in the surrounding settlements. Due to heavy rains and overflow through the dam crown, damage to the downstream slope of the dam has occurred and the overall stability of the dam has been compromised. By controlled discharge of the reservoir it is brought to a stable state and the dam breakage is prevented. At the beginning of 2013, the outflow valves of the dam were opened as a result of heavy rains, with reservoir water flowing to more places and residents of the village and livestock evacuated. At the crown of the dam where there was the largest outflow of water, a gap of about 20 m wide and 3.5-4 m thick appeared. Geophysical - seismic surveys have been conducted to determine dam damage

    Physical - mechanical characteristics of the carbonates from the locality of VidoviΕ‘te

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    Abstract The paper presents the physico-mechanical characteristics of the carbonate mineral raw materials from the Paleozoic carbonate massif of the Vidovishte locality, Republic of North Macedonia. The researched area is located in the eastern part of the Republic of North Macedonia, specifically in the vicinity of Kochani, near the village of Vidovishte, and administratively belongs to the municipality of Zrnovci. The research area covers an area of about 0.42 kmΒ². The examination of the physical-mechanical characteristics of the material, their chemical composition and mineralogical-petrographic characteristics, as well as the special analyzes of the crushed material 0 – 63 mm, showed that the material can be used in construction as a buffer material for the lower course of roads, and also, as a crushing aggregate for concrete and asphalt mixes. Key words carbonates, physical-mechanical characteristics, chemical composition buffe

    ΠŸΡ€ΠΎΡ†Π΅Π½Π° Π½Π° ранливоста ΠΎΠ΄ Π·Π°Π³Π°Π΄ΡƒΠ²Π°ΡšΠ΅ Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡ‚Π΅ Π²ΠΎΠ΄ΠΈ Π²ΠΎ водоносникот Грдовски ΠΎΡ€ΠΌΠ°Π½ со ΠΏΡ€ΠΈΠΌΠ΅Π½Π° Π½Π° ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΈΡ‚Π΅ β€˜β€žGODβ€œ ΠΈ β€žAVIβ€œ

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    ΠœΠ΅Ρ‚ΠΎΠ΄ΠΈΡ‚Π΅ Π·Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ° Π½Π° ранливоста Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡ‚Π΅ Π²ΠΎΠ΄ΠΈ сС повСќС сС ΠΏΡ€ΠΈΠΌΠ΅Π½ΡƒΠ²Π°Π°Ρ‚ Π²ΠΎ свСтот Π·Π°Ρ€Π°Π΄ΠΈ ΠΏΠΎΡ‚Ρ€Π΅Π±Π°Ρ‚Π° Π·Π° Π·Π°ΡˆΡ‚ΠΈΡ‚Π° Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈ Π²ΠΎΠ΄ΠΈ ΠΎΠ΄ Π½Π°Π΄Π²ΠΎΡ€Π΅ΡˆΠ½Π° ΠΊΠΎΠ½Ρ‚Π°ΠΌΠΈΠ½Π°Ρ†ΠΈΡ˜Π°, со Ρ†Π΅Π» Π·Π°Π΄Ρ€ΠΆΡƒΠ²Π°ΡšΠ΅ Π½Π° ΠΊΠ²Π°Π»ΠΈΡ‚Π΅Ρ‚ΠΎΡ‚ Π½Π° Π²ΠΎΠ΄Π°Ρ‚Π°. Π˜Π·Ρ€Π°Π±ΠΎΡ‚ΠΊΠ°Ρ‚Π° Π½Π° ΠΊΠ°Ρ€Ρ‚ΠΈΡ‚Π΅ Π½Π° ранливост прСтставува основа Π·Π° Π²ΠΎΡΠΏΠΎΡΡ‚Π°Π²ΡƒΠ²Π°ΡšΠ΅ Π½Π° ΠΏΡ€Π΅Π²Π΅Π½Ρ‚ΠΈΠ²Π½ΠΈ ΠΌΠ΅Ρ€ΠΊΠΈ Π·Π° Π·Π°ΡˆΡ‚ΠΈΡ‚Π° Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡ‚Π΅ Π²ΠΎΠ΄ΠΈ. Π’ΠΎ овој Ρ‚Ρ€ΡƒΠ΄ сС ΠΏΡ€ΠΈΠΊΠ°ΠΆΠ°Π½ΠΈ Ρ€Π΅Π·ΡƒΠ»Ρ‚Π°Ρ‚ΠΈΡ‚Π΅ Π΄ΠΎΠ±ΠΈΠ΅Π½ΠΈ со ΠΏΡ€ΠΈΠΌΠ΅Π½Π° Π½Π° GOD ΠΈ AVI-ΠΌΠ΅Ρ‚ΠΎΠ΄Π°, Π·Π° ΠΎΠ΄Ρ€Π΅Π΄ΡƒΠ²Π°ΡšΠ΅ Π½Π° стСпСнот Π½Π° ранливост ΠΎΠ΄ Π·Π°Π³Π°Π΄ΡƒΠ²Π°ΡšΠ΅ Π½Π° водоносникот Грдовски ΠžΡ€ΠΌΠ°Π½. AVI-ΠΌΠ΅Ρ‚ΠΎΠ΄Π°Ρ‚Π° користи Π΄Π²Π° ΠΏΠ°Ρ€Π°ΠΌΠ΅Ρ‚Ρ€ΠΈ Π·Π° ΠΏΡ€ΠΎΡ†Π΅Π½ΠΊΠ°: Π΄Π΅Π±Π΅Π»ΠΈΠ½Π° Π½Π° нСзаситСната Π·ΠΎΠ½Π° ΠΈ ΠΊΠΎΠ΅Ρ„ΠΈΡ†ΠΈΠ΅Π½Ρ‚ΠΎΡ‚ Π½Π° Ρ„ΠΈΠ»Ρ‚Ρ€Π°Ρ†ΠΈΡ˜Π° Π½Π° надводоноснитС сСдимСнти, Π° GOD-ΠΌΠ΅Ρ‚ΠΎΠ΄Π°Ρ‚Π° користи Ρ‚Ρ€ΠΈ ΠΏΠ°Ρ€Π°ΠΌΠ΅Ρ‚Ρ€ΠΈ: Ρ‚ΠΈΠΏ Π½Π° водоносник, Π»ΠΈΡ‚ΠΎΠ»ΠΎΠ³ΠΈΡ˜Π°Ρ‚Π° Π½Π° надводоносната, Π·ΠΎΠ½Π° ΠΈ Π΄Π»Π°Π±ΠΎΡ‡ΠΈΠ½Π° Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½Π°Ρ‚Π° Π²ΠΎΠ΄Π°. ΠŸΡ€ΠΎΡ†Π΅Π½ΠΊΠ°Ρ‚Π° Π½Π° ранливоста Π΅ ΠΎΠ΄Ρ€Π΅Π΄ΡƒΠ²Π°Π½Π° Π²Ρ€Π· основа Π½Π° ΠΏΠΎΠ΄Π°Ρ‚ΠΎΡ†ΠΈΡ‚Π΅ Π΄ΠΎΠ±ΠΈΠ΅Π½ΠΈ ΠΎΠ΄ 12 ΠΈΠ·Π΄ΡƒΠΏΡ‡Π΅Π½ΠΈ Π±ΡƒΠ½Π°Ρ€ΠΈ, ΠΊΠΎΠΈ сС користат Π·Π° Π²ΠΎΠ΄ΠΎΡΠ½Π°Π±Π΄ΡƒΠ²Π°ΡšΠ΅ Π½Π° Π³Ρ€Π°Π΄ΠΎΡ‚ ΠšΠΎΡ‡Π°Π½ΠΈ. Π‘ΠΎ ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΎΡ‚ AVI Π΅ ΠΎΠ΄Ρ€Π΅Π΄Π΅Π½ индСкс Π½Π° ранливост со СкстрСмно висока (<1), Π΄ΠΎ висока ранливост (1 – 2), Π΄ΠΎΠ΄Π΅ΠΊΠ° спорСд GOD-ΠΌΠ΅Ρ‚ΠΎΠ΄Π°Ρ‚Π° индСксот Π½Π° ранливост сС Π΄Π²ΠΈΠΆΠΈ Π²ΠΎ ΠΈΠ½Ρ‚Π΅Ρ€Π²Π°Π» ΠΎΠ΄ срСдна Π΄ΠΎ висока ранливост (0,4 - 0,6). ΠšΠ»ΠΈΡ‡Π½ΠΈ Π·Π±ΠΎΡ€ΠΎΠ²ΠΈ: ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈ Π²ΠΎΠ΄ΠΈ, ранливост, ΠΌΠ΅Ρ‚ΠΎΠ΄ GOD, ΠΌΠ΅Ρ‚ΠΎΠ΄ AVI, Ρ„ΠΈΠ»Ρ‚Ρ€Π°Ρ†ΠΈΡ˜Π°, водоносник, ΠΈΠ½Ρ‚Π΅Ρ€Π³Ρ€Π°Π½ΡƒΠ»Π°Ρ€Π½Π° порозност, Грдовски ΠΎΡ€ΠΌΠ°

    ΠœΠΎΡ€Ρ„ΠΎΠ»ΠΎΡˆΠΊΠΎ-хСмиски карактСристики Π½Π° Π·Π»Π°Ρ‚Π½ΠΈ Π°Π³Ρ€Π΅Π³Π°Ρ‚ΠΈ ΠΎΠ΄ Липовдолска Ρ€Π΅ΠΊΠ°, Π˜ΡΡ‚ΠΎΡ‡Π½Π° МакСдонија

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    Π’ΠΎ овој Ρ‚Ρ€ΡƒΠ΄ ќС Π±ΠΈΠ΄Π°Ρ‚ ΠΏΡ€Π΅Π·Π΅Π½Ρ‚ΠΈΡ€Π°Π½ΠΈ Ρ€Π΅Π·ΡƒΠ»Ρ‚Π°Ρ‚ΠΈΡ‚Π΅ ΠΎΠ΄ ΡˆΠ»ΠΈΡ…ΠΎΠ²ΡΠΊΠ°Ρ‚Π° ΠΏΡ€ΠΎΡΠΏΠ΅ΠΊΡ†ΠΈΡ˜Π° ΠΏΡ€Π΅ΠΊΡƒ која сС ΠΈΠ·Π²Ρ€ΡˆΠΈ ΠΎΠΏΡ€ΠΎΠ±ΡƒΠ²Π°ΡšΠ΅ Π½Π° Π°Π»ΡƒΠ²ΠΈΠΎΠ½ΠΎΡ‚ Π½Π° Липовдолска Ρ€Π΅ΠΊΠ° ΠΈ Ρ€Π΅ΠΊΠ° ΠžΡ‚ΠΈΡšΠ°. На ΠΏΡ€ΠΎΠ½Π°Ρ˜Π΄Π΅Π½ΠΈΡ‚Π΅ Π·Π»Π°Ρ‚Π½ΠΈ Π°Π³Ρ€Π΅Π³Π°Ρ‚ΠΈ сС ΠΈΠ·Π²Ρ€ΡˆΠΈ ΠΌΠΎΡ€Ρ„ΠΎΠ»ΠΎΡˆΠΊΠ° ΠΈ хСмиска Π°Π½Π°Π»ΠΈΠ·Π° која ΠΏΠΎΠΊΠ°ΠΆΠ° Π΄Π΅ΠΊΠ° станува Π·Π±ΠΎΡ€ Π·Π° самородно Π·Π»Π°Ρ‚ΠΎ ΠΊΠΎΠ΅ сС ΠΊΠ°Ρ€Π°ΠΊΡ‚Π΅Ρ€ΠΈΠ·ΠΈΡ€Π° со висока чистота која сС Π΄Π²ΠΈΠΆΠΈ ΠΎΠ΄ 94 Π΄ΠΎ 99% Au, со ΠΌΠ½ΠΎΠ³Ρƒ ΠΌΠ°Π»ΠΊΡƒ примСси ΠΎΠ΄ Ag, Cu ΠΈ Fe. ΠœΠΎΡ€Ρ„ΠΎΠ»ΠΎΡˆΠΊΠ°Ρ‚Π° Π°Π½Π°Π»ΠΈΠ·Π° ΠΏΠΎΠΊΠ°ΠΆΠ° Π΄Π΅ΠΊΠ° Π΄ΠΎΠΌΠΈΠ½ΠΈΡ€Π° сплСсканата Ρ„ΠΎΡ€ΠΌΠ°. Π“ΠΎΠ»Π΅ΠΌΠΈΠ½Π°Ρ‚Π° Π½Π° Π·Ρ€Π½Π°Ρ‚Π° сС Π΄Π²ΠΈΠΆΠΈ ΠΎΠ΄ Π½Π΅ΠΊΠΎΠ»ΠΊΡƒ стотина ΠΌΠΈΠΊΡ€ΠΎΠ½ΠΈ Π΄ΠΎ 2 mm. ΠšΠ»ΡƒΡ‡Π½ΠΈ Π·Π±ΠΎΡ€ΠΎΠ²ΠΈ: ΡˆΠ»ΠΈΡ…ΠΎΠ²ΡΠΊΠ° ΠΏΡ€ΠΎΡΠΏΠ΅ΠΊΡ†ΠΈΡ˜Π°, Π°Π»ΡƒΠ²ΠΈΡ˜Π°Π»Π½ΠΎ Π·Π»Π°Ρ‚ΠΎ, хСмиски состав, ΠΌΠΎΡ€Ρ„ΠΎΠ»ΠΎΡˆΠΊΠΈ Ρ„ΠΎΡ€ΠΌ

    Π€ΠΈΠ·ΠΈΡ‡ΠΊΠΎ – ΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈ карактСристики Π½Π° ΠΊΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚ΠΈΡ‚Π΅ ΠΎΠ΄ Π»ΠΎΠΊΠ°Π»ΠΈΡ‚Π΅Ρ‚ΠΎΡ‚ Π’ΠΈΠ΄ΠΎΠ²ΠΈΡˆΡ‚Π΅

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    Π’Ρ€ΡƒΠ΄ΠΎΡ‚ Π³ΠΈ прСтставува Ρ„ΠΈΠ·ΠΈΡ‡ΠΊΠΎ-ΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈΡ‚Π΅ карактСристики Π½Π° ΠΊΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚Π½ΠΈΡ‚Π΅ ΠΌΠΈΠ½Π΅Ρ€Π°Π»Π½ΠΈ суровини ΠΎΠ΄ ΠΏΠ°Π»Π΅ΠΎΠ·ΠΎΡ˜ΡΠΊΠΈΠΎΡ‚ ΠΊΠ°Ρ€Π±ΠΎΠ½Π°Ρ‚Π΅Π½ масив Π½Π° Π»ΠΎΠΊΠ°Π»ΠΈΡ‚Π΅Ρ‚ΠΎΡ‚ Π’ΠΈΠ΄ΠΎΠ²ΠΈΡˆΡ‚Π΅, Π Π΅ΠΏΡƒΠ±Π»ΠΈΠΊΠ° Π‘Π΅Π²Π΅Ρ€Π½Π° МакСдонија. Π˜ΡΡ‚Ρ€Π°ΠΆΡƒΠ²Π°Π½ΠΈΠΎΡ‚ Ρ‚Π΅Ρ€Π΅Π½ сС Π½Π°ΠΎΡ“Π° Π²ΠΎ источниот Π΄Π΅Π» Π½Π° Π Π΅ΠΏΡƒΠ±Π»ΠΈΠΊΠ° Π‘Π΅Π²Π΅Ρ€Π½Π° МакСдонија, ΠΏΠΎΡ‚ΠΎΡ‡Π½ΠΎ Π²ΠΎ ΠšΠΎΡ‡Π°Π½ΡΠΊΠΎ, Π²ΠΎ Π°Ρ‚Π°Ρ€ΠΎΡ‚ Π½Π° сСлото Π’ΠΈΠ΄ΠΎΠ²ΠΈΡˆΡ‚Π΅, Π° административно ΠΏΡ€ΠΈΠΏΠ°Ρ“Π° Π½Π° ΠΎΠΏΡˆΡ‚ΠΈΠ½Π° Π—Ρ€Π½ΠΎΠ²Ρ†ΠΈ. Π˜ΡΡ‚Ρ€Π°ΠΆΠ½ΠΈΠΎΡ‚ Ρ‚Π΅Ρ€Π΅Π½ Π·Π°Ρ„Π°ΡœΠ° ΠΏΠΎΠ²Ρ€ΡˆΠΈΠ½Π° ΠΎΠ΄ ΠΎΠΊΠΎΠ»Ρƒ 0,42 kmΒ². Π˜ΡΠΏΠΈΡ‚ΡƒΠ²Π°ΡšΠ΅Ρ‚ΠΎ Π½Π° Ρ„ΠΈΠ·ΠΈΡ‡ΠΊΠΎ - ΠΌΠ΅Ρ…Π°Π½ΠΈΡ‡ΠΊΠΈΡ‚Π΅ карактСристики Π½Π° ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΡ˜Π°Π»ΠΎΡ‚, Π½ΠΈΠ²Π½ΠΈΠΎΡ‚ хСмиски состав ΠΈ ΠΌΠΈΠ½Π΅Ρ€Π°Π»ΠΎΡˆΠΊΠΎ-пСтрографскитС карактСристики, ΠΊΠ°ΠΊΠΎ ΠΈ посСбнитС Π°Π½Π°Π»ΠΈΠ·ΠΈ Π½Π° Π΄Ρ€ΠΎΠ±Π΅Π½ΠΈΠΎΡ‚ ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΡ˜Π°Π» 0 – 63 mm, ΠΏΠΎΠΊΠ°ΠΆΠ°Π° Π΄Π΅ΠΊΠ° ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΡ˜Π°Π»ΠΎΡ‚ ΠΌΠΎΠΆΠ΅ Π΄Π° сС користи Π²ΠΎ Π³Ρ€Π°Π΄Π΅ΠΆΠ½ΠΈΡˆΡ‚Π²ΠΎΡ‚ΠΎ ΠΊΠ°ΠΊΠΎ тампонски ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΡ˜Π°Π» Π½Π° Π΄ΠΎΠ»Π΅Π½ ΡΡ‚Ρ€ΠΎΡ˜ Π½Π° ΠΏΠ°Ρ‚ΠΈΡˆΡ‚Π°, Π° исто Ρ‚Π°ΠΊΠ°, ΠΊΠ°ΠΊΠΎ Π°Π³Ρ€Π΅Π³Π°Ρ‚ Π·Π° Π΄Ρ€ΠΎΠ±Π΅ΡšΠ΅ Π·Π° бСтонски ΠΈ асфалтни мСшавини ΠΈ Π΄Ρ€ΡƒΠ³ΠΎ
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