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NEKI ASPEKTI SEIZMIČKOG RIZIKA GRAĐEVINSKOG PROSTORA TERMOELEKTRANE UGLJEVIK – 3

By
Slobodan Nedeljković ,
Slobodan Nedeljković

GEO-IN internacional Beograd, Beograd, Bosnia and Herzegovina

Neđo Đurić ,
Neđo Đurić

Tehnički institut Bijeljina, Bijeljina, Bosnia and Herzegovina

Miodrag Popović
Miodrag Popović

GEO-IN internacional Beograd, Beograd, Serbia

Abstract

Izgradnja Termoelektrane Ugljevik 3, snage 2 x 300 MW, zahtijevala je detaljnije proučavanje terena, posebno sa aspekta njegove seizmičnosti. Na terenu je ranije konstatovan rasjed u dijelu gdje su planirani budući objekti termoelektrane. Prethodnim terenskim istražnim radovima potvrđeno je njegovo prisustvo, što je što je zahtijevalo detaljnije analiziranje seizmičnosti terena u dijelu prostiranja rasjeda i neposredne okoline. Za analizu zemljotresnog hazarda korištene su seizmološke karte i tumač karte, gdje su izdvojena ograničavajuća područja očekivanih maksimalnih intenziteta temljotresa po MSK-64 skali, za određeni period sa vjerovatnoćom 63%. Analiza je pokazala da prisutni rasjedi na lokaciji nemaju seizmo kapacitet da izazovu seizmotektonske deformacije terena na lokaciji objekata i njihovoj okolini.

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