Three-dimensional numerical simulation of dynamic strength and failure mode of a rock mass with cross joints

Abstract To study the dynamic mechanical properties and failure characteristics of intersecting jointed rock masses with different joint distributions under confining pressure, considering the cross angle α and joint persistence ratio η, a numerical model of the biaxial Hopkinson bar test system was...

وصف كامل

التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Tingting Liu, Wenxu Huang, Chang Xiang, Qian Dong, Xinping Li, Chao Zhang
التنسيق: مقال
اللغة:English
منشور في: SpringerOpen 2024-03-01
سلاسل:International Journal of Coal Science & Technology
الموضوعات:
الوصول للمادة أونلاين:https://doi.org/10.1007/s40789-024-00665-1