Effect of anisotropic structure on strength in metamorphic rocks
Yazarlar (3)
| Bildiri Türü | Tebliğ/Bildiri | Bildiri Dili | |
| Bildiri Alt Türü | Tam Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum) | ||
| Bildiri Niteliği | Alanında Hakemli Uluslararası Kongre/Sempozyum | ||
| Kongre Adı | ISRM EUROCK | ||
| Kongre Tarihi | / | ||
| Basıldığı Ülke | Basıldığı Şehir | ||
| Bildiri Linki | https://onepetro.org/ISRMEUROCK/proceedings-abstract/EUROCK20/All-EUROCK20/ISRM-EUROCK-2020-062/447350 | ||
| UAK Araştırma Alanları |
İslam Tarihi
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| Özet |
| Abstract In this study; for a copper mine located in the north of Turkey, the strength of the effect of anisotropy properties of metamorphic rock composed of mica-schist and greenschist was investigated. For this purpose, for core samples which have foliation planes taken as 0°, 15°, 30°, 45°, 60°, 75° and 90° based on the loading axis, unit weight, indirect tensile strength, uniaxial compressive strength and triaxial compressive strength experiments were conducted in dry and saturated conditions. Mica-schist and greenschist showed U type as anisotropic characteristic and a moderate to a high degree of anisotropy structure with calculated anisotropy rates of schists in dry and saturated conditions. In general, mica schist yielded minimum triaxial compressive strength at 30° and maximum triaxial compressive strength at 75° at all confining pressures. The greenschist yielded minimum triaxial compressive … |
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