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Bu calismada, ayni cap ve farkli boy/cap oranlarina sahip kaya malzemesi numuneleri deformasyon kontrollu ve yuk kontrollu olarak farkli yukleme hizi kosullarinda test edilmistir. 5 farkli kaya malzemesi ve toplam 90 adet dolayli cekme dayanimi (Brezilyan) testi numunelerinden elde edilen sonuclara gore, yuk kontrollu bir yukleme hizi (kN/s) secimi kosulunda boy/cap orani artisi ile hesaplanan dayanim degerlerinde belirgin olcude azalma oldugu gorulmustur. Numune geometrisi etkisinin minimize edilmesi, farkli boy/cap oranlarina sahip numunelerden benzer dayanim degerlerinin elde edilmesi icin deformasyon kontrollu yukleme hizi (mm/dakika) secilerek dolayli cekme dayanimi testlerinin gerceklestirilmesi onerilmistir.

SPECIMEN GEOMETRY AND LOADING RATE CONDITION EFFECT ON INDIRECT TENSILE STRENGTH VALUES OF ROCK MATERIALS