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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RESULTS OF LABORATORY TESTS<<strong>br</strong> />
A sample of crushed stone (limestone),<<strong>br</strong> />
grain size 0/31,5 mm (Figure 1), and the<<strong>br</strong> />
stone base of which the aggregate is made<<strong>br</strong> />
(Figure 2), where laboratory tests were carried<<strong>br</strong> />
out, was selected by the experts from<<strong>br</strong> />
the Mining and Metallurgy <strong>Institut</strong>e <strong>Bor</strong>.<<strong>br</strong> />
Fig. 1. Prepared aggregate for testing Fig. 2. Prepared samples for testing of<<strong>br</strong> />
a stone base<<strong>br</strong> />
Mineralogical-petrologic analysis<<strong>br</strong> />
(SRPS B.B8.004)<<strong>br</strong> />
Mineralogical-petrographic analysis,<<strong>br</strong> />
macroscopic and microscopic analyses<<strong>br</strong> />
showed the following:<<strong>br</strong> />
Macroscopic description:<<strong>br</strong> />
Taken samples are of massive texture,<<strong>br</strong> />
fine-grained structure, and yellowish<<strong>br</strong> />
white color. Very small veins are filled<<strong>br</strong> />
with pure calcite.<<strong>br</strong> />
Microscopic description:<<strong>br</strong> />
Rock is of micro crystal to crypto<<strong>br</strong> />
crystal structure. It was built of calcite,<<strong>br</strong> />
which appears in the form of irregular<<strong>br</strong> />
fine-grained to coarse-grained crystals.<<strong>br</strong> />
Matrix is locally intersected by fine veins,<<strong>br</strong> />
filled with micro crystals of calcite.<<strong>br</strong> />
The results of laboratory tests of basic<<strong>br</strong> />
stone and aggregates are shown in Tables<<strong>br</strong> />
1 and 2.<<strong>br</strong> />
Table 1. Test results of basic stone<<strong>br</strong> />
TEST<<strong>br</strong> />
IN ACCORDANCE<<strong>br</strong> />
WITH<<strong>br</strong> />
RESULT<<strong>br</strong> />
In natural condition 76.79 MPa<<strong>br</strong> />
Uniaxial compressive<<strong>br</strong> />
strength<<strong>br</strong> />
In water saturated<<strong>br</strong> />
condition<<strong>br</strong> />
Compressive strength<<strong>br</strong> />
drop<<strong>br</strong> />
SRPS B.B8.012<<strong>br</strong> />
70.99 MPa<<strong>br</strong> />
7.55 %<<strong>br</strong> />
Resistance to frost (Na2SO4) SRPS B.B8.010 stable<<strong>br</strong> />
Wear resistance per Beme SRPS B.B8.015<<strong>br</strong> />
22.64<<strong>br</strong> />
cm 3 /50cm 2<<strong>br</strong> />
Wear resistance per Beme expressed by weight<<strong>br</strong> />
loss<<strong>br</strong> />
SRPS B.B8.015 8.20 %<<strong>br</strong> />
No 4, <strong>2011</strong>. 44<<strong>br</strong> />
MINING ENGINEERING