Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
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Content of harmful ingredients<<strong>br</strong> />
The tested aggregate contains no<<strong>br</strong> />
harmful ingredients - lumps of clay or<<strong>br</strong> />
organic matters.<<strong>br</strong> />
Aggregate resistance to the frost effects<<strong>br</strong> />
According to the methodology of<<strong>br</strong> />
Na2SO4crystalli<strong>za</strong>tion, the tested aggregate<<strong>br</strong> />
is resistant to frost.<<strong>br</strong> />
CONCLUSION<<strong>br</strong> />
These studies have shown that the<<strong>br</strong> />
crushed stone aggregate from the site Zagradje<<strong>br</strong> />
Open Pit-5 meets all prescribed requirements<<strong>br</strong> />
of the standard and can be successfully<<strong>br</strong> />
used for construction of embankments<<strong>br</strong> />
and road pad layers. Determined quality<<strong>br</strong> />
control parameters in aggregate may be<<strong>br</strong> />
affected both by the actual process of exploitation<<strong>br</strong> />
and due to possible changes that occur<<strong>br</strong> />
in the site, so it is needed to perform their<<strong>br</strong> />
regular monitoring and periodical checking.<<strong>br</strong> />
REFERENCES<<strong>br</strong> />
[1] J. Report on Technical Properties the<<strong>br</strong> />
Crushed Aggregate of Grain Size 0/31,5<<strong>br</strong> />
mm from the Site "Zagradje-Open Pit<<strong>br</strong> />
5", RTB <strong>Bor</strong> Group, with the<<strong>br</strong> />
Evaluation of Possible Use for<<strong>br</strong> />
Embankment Construction and Pad<<strong>br</strong> />
Foundation of Facilities According to<<strong>br</strong> />
the SRPS Standards, <strong>Bor</strong>, December<<strong>br</strong> />
<strong>2011</strong>t (in Serbian)<<strong>br</strong> />
[2] M. Ljubojev, D. Ignjatovic, V.<<strong>br</strong> />
Ljubojev, L. Djurđevac Ignjatovic, D.<<strong>br</strong> />
Rakic, Deformability and Loading<<strong>br</strong> />
Capacity of Buried Material in the<<strong>br</strong> />
Vicinity of the Shaft at the Open Pit<<strong>br</strong> />
"Zagradje" – Open Pit 2, Mining<<strong>br</strong> />
Engineering, 2/2010, pp. 107-114<<strong>br</strong> />
[3] M. Ljubojev, R. Popovic, Fundamentals<<strong>br</strong> />
of Geomechanics, RTB <strong>Bor</strong>, Copper<<strong>br</strong> />
<strong>Institut</strong>e <strong>Bor</strong>, 2006 (in Serbian)<<strong>br</strong> />
[4] Report on Deformability and Loading<<strong>br</strong> />
Capacity of Buried Material in the<<strong>br</strong> />
Vicinity of the Shaft at the Open Pit<<strong>br</strong> />
Zagradje 2, <strong>Bor</strong>, October 2008 (in<<strong>br</strong> />
Serbian)<<strong>br</strong> />
[5] R. Popovic, M. Ljubojev, Principles of<<strong>br</strong> />
Problem solving in Geomechanici, RTB<<strong>br</strong> />
<strong>Bor</strong> Copper <strong>Institut</strong>e <strong>Bor</strong>, Indok Center,<<strong>br</strong> />
2007 (in Serbian)<<strong>br</strong> />
[6] M. Ljubojev, R. Popovic, D. Rakic,<<strong>br</strong> />
Development of Dynamic Phenomena<<strong>br</strong> />
in the Rock Mass, Mining Engineering<<strong>br</strong> />
2/<strong>2011</strong>, pp. 101-108<<strong>br</strong> />
No 4, <strong>2011</strong>. 48<<strong>br</strong> />
MINING ENGINEERING