LANDSLIDE ON LOCATION OF WATER SOURCE STUDENAC NEAR BIJELJINA, REPUBLIKA SRPSKA
The landslide is located in the hinterland of water source "Studenac" in the local community Gornja Cadjavica near Bijeljina. The field where the triggered landslide occurred is conditionally stable slope. It is overgrown with forest trees and therefore it was not a subject of interest in terms of its stability until the water source and accompanyi...
By Neđo Đurić, Milan Perisić, Dijana Đurić
THE CONTRIBUTION TO THE GROUNDWATER QUANTITIES CALCULATIONS IN CRITICAL SECTIONS OF LANDSLIDES – EXAMPLE LANDSLIDE „MRAKUŠA“ IN SARAJEVO
The hydrogeological investigations are inevitable in the whole process in defining of engineergeological field characteristics and the drafting of landsllides rehabilitation project, but the main goal of these investigations is the groundwater quantities calculations in critical sections of landslides. For gain of exact input parameters for groundw...
By Ferid Skopljak
SEISMIC ACTIVITIES AND SEISMOTECTONIC FAULTS IN BOSNIA AND HERZEGOVINA
Earthquakes are one of the biggest hazards of humanity. Even today it is not possible to predict the exact magnitude, location and time of an earthquake, but, nevertheless, modern seismology and science are able to point to the potential danger and risk of earthquake-like movements in an area, at one time. Some of the signs that announce the earthq...
By Uzeir Spona
GEOTECHNICAL CONDITIONS FOR THE FOUNDATION OF WASTEWATER TREATMENT PLANT FACILITIES IN V. OBARSKA SETTLEMENT NEAR BIJELJINA
Wastewater treatment plant is an integral part of the sewerage systemof the town of Bijeljina and it is located at the distance of 10 kilometers.Given the factthat it comprises several objects of different significance, it was necessary to select a suitable location to set up all facilities required. The site is located immediately next to the MPC ...
By Neđo Đurić
LABORATORY TESTING OF SAMPLES AT THE LOCATION OF THE THERMAL POWER PLANT - UGLJEVIK 3
Field research for the purpose of the construction of the Thermal Power Plant Ugljevik 3 wasconducted in two phases. In the first phase for the smaller scope of the fieldworks, more laboratory analyses were performed. In the second phase, fieldworks were conducted in a larger scaleand laboratory analyses were considerably smaller.Designers dictated...
By Neđo Đurić, Perica Đuran, Jovo Miljanović
THE RESULTS OF AT ROOFBOLTING SYSTEM OF SUPPORT APPLICATION IN ''SOKO'' UNDERGROUND MINE
Complex mining and geological conditions of coal exploitation, such as the Soko mine, requiring theconstant work on the research of new technical solutions of development and supporting of theunderground openings.In this paper presented detailed description of the existing way of development and supportunderground openings at the mine Soko.Experien...
By Jovo Miljanović, Žarko Kovačević, Dražena Tošić
CALCULATION OF DRILLING AND BLASTING PARAMETERS FOR QUARRY ''DOBRNJA'' NEAR BANJA LUKA
Using of explosives in modern mining is very important for the good, efficient and rational organization for obtaining of solid minerals, especially in the exploitation of mineral resources on mines with large capacities. Technological phases of drilling and blasting in the exploitation process are very important in this case, and the analysis in t...
By Žarko Kovačević, Miodrag Čelebić, Dražena Tošić
ANALYSIS OF SNAP BEHAVIOUR OF SHALLOW CYLINDRICAL SHELLS USING THE FINITE STRIP METHOD
This paper presents one approach for the analysis of snap behaviour of simply supported elastic shallow shells. Structure is discretized with the finite strip method. Displacement field is approximated with series of products of polynomials and harmonic functions. Only geometric nonlinearity of von Karman type is considered. Equilibrium equations a...
By Aleksandar Borković
OPTIMAL STRUCTURAL DESIGN OF REINFORCED CONCRETE STRUCTURES – REVIEW OF EXISTING SOLUTIONS CONSIDERING APPLICABILITY ASPECT
During the past two decades, rapid advances in information technology have improved the accuracy and capabilities of optimization techniques. Unfortunately, great number of optimization methods in civil engineering has not found implementation in practice, mainly because the problems were treated only from mathematical point of view, disregarding a...
By Aleksandar Milajić, Goran Pejičić, Dejan Beljaković
ON THE POSSIBILITY OF MEASURED ANGLE CHECKING BY USING MEASURED DISTANCES
Before the electronic distance meters appears the angles measuring dominated in geodetic networks. Development of distance measuring technology and appearance of automated total stations almost equaled the efficiency of measuring angles and distances. This fact allows designer of geodetic networks to combine angles and distances in order to achieve...
By Žarko Nestorović, Milan Trifković, Tihomir Milutinović, Goran Pejičić, Gholami Hamidreza