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.
Indirect Tensile Strength Brazilian Test Rock Mechanics Experiments Specimen Geometry Loading Rate
Dolaylı Çekme Dayanımı Brezilyan Testi Kaya Mekaniği Deneyleri Numune Geometrisi Yükleme Hızı
Birincil Dil | Türkçe |
---|---|
Konular | Yer Bilimleri ve Jeoloji Mühendisliği (Diğer) |
Bölüm | Araştırma Makalesi \ Research Makaleler |
Yazarlar | |
Yayımlanma Tarihi | 20 Mart 2020 |
Gönderilme Tarihi | 10 Ağustos 2018 |
Kabul Tarihi | 9 Ağustos 2019 |
Yayımlandığı Sayı | Yıl 2020 |