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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

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