Institut za rudarstvo i metalurgiju Bor
Institut za rudarstvo i metalurgiju Bor
Institut za rudarstvo i metalurgiju Bor
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of slope disturbed during construction works<br />
related to the small residential buildings. Stability<br />
is retained as the terrain balance is adjusted<br />
in terms of cutting and filling.<br />
Terrain, subjected to flooding of agricultural<br />
land is a plateau that is 83.0 m<br />
above sea level. The peak elevation of<br />
water is 83.30 m above sea level, that<br />
means the frequent flooding, and the peak<br />
elevation of century water is 85.0 m above<br />
sea level. Then, the entire prospected area<br />
is flooded, all of the Brcko port.<br />
Hydrogeological characteristics of the<br />
terrain, according to the hydrogeological<br />
properties of sediments are changed<br />
B - 5 (80.43)<br />
1<br />
1.4<br />
2.0<br />
8.0<br />
3.5<br />
B - 4 (83.06)<br />
0.7<br />
2.0<br />
2.2<br />
7.25<br />
5.5<br />
11.65<br />
12.0<br />
12.0 (3+6+7)<br />
12.45 (11+12+17)<br />
depending on fluctuations in the level of<br />
the river Sava, especially in the area that is<br />
subjected to the constant flooding at the<br />
level of water level fluctuations. When the<br />
water level is higher, sediments are completely<br />
soaked and soft, and dragging of the<br />
river, due to the increased levels of daily<br />
temperature, leads to dryness and formation<br />
of cracks of irregular shape, varying in<br />
depth. With the re-growth of levels, sediments<br />
are saturated with water and constantly<br />
change the structure by washing the<br />
smallest particles. Therefore, their geomechanical<br />
characteristics become worse<br />
and unfavorable for technical operations.<br />
No 1, 2010. 22<br />
MINING ENGINEERING<br />
1<br />
3<br />
4<br />
B - 3 (83.45)<br />
1.12<br />
2.35<br />
5.0<br />
1.0<br />
6.5<br />
7.5<br />
8.0<br />
Figure 2. Geological cross-profile 3-3 '<br />
1. dike, 3. dusty sandy clay,<br />
4. dust clayey muddy