In this study, rock core specimens with same diameter and different length to diameter ratios were tested under deformation controlled and load controlled various loading rate conditions. According to the results obtained from 5 different types of rock material and 90 specimens tested in this study, measured indirect tensile strength values were found to significantly increase with a decrease in the ratio of length to diameter under load controlled loading rate (kN/s) condition. To minimize the effect of geometry of the specimens and obtain similar results from specimens with different length to diameter ratios, the indirect tensile strength (Brazilian) test was suggested to carry out under the condition of deformation controlled loading rate (mm/min) selection.
|Konular||Yerbilimleri, Ortak Disiplinler|
|Bölüm||Araştırma Makalesi \ Research Makaleler|
: 10 Ağustos 2018
|APA||KOMURLU, E . (2020). NUMUNE GEOMETRİSİ VE YÜKLEME HIZI KOŞULLARININ KAYA MALZEMELERİ DOLAYLI ÇEKME DAYANIMI DEĞERLERİ ÜZERİNDEKİ ETKİLERİ. Mühendislik Bilimleri ve Tasarım Dergisi , 8 (1) , 139-145 . DOI: 10.21923/jesd.452720|