Probabilistic method to determine the overall rock block failure based on failure mode
In rock slopes or underground excavations, due to the structure of the cutting surface, rock typically exhibits strong random properties, such as the structure of the surface geometry and mechanical parameters showed strong randomness, resulting in a high degree of rock mass uncertainty of the previ...
| الحاوية / القاعدة: | Engineering Transactions |
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| المؤلفون الرئيسيون: | , , |
| التنسيق: | مقال |
| اللغة: | الإنجليزية |
| منشور في: |
Institute of Fundamental Technological Research Polish Academy of Sciences
2016-02-01
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://et.ippt.pan.pl/index.php/et/article/view/326 |