The concept of fractured rock-mass modeling using DFN-based statistical volume elements
The overall mechanical response of a fractured rock mass is, to a large extent, affected by naturally occurring fractures that exhibit sizes from millimeters to kilometers. Thus, in analysis of underground structures, such as tunnels, it is required that the fractures’ influence on the stress and d...
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Main Authors: | Martin Lebeda, Petr Kabele |
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Format: | Article |
Language: | English |
Published: |
Czech Technical University in Prague
2024-11-01
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Series: | Acta Polytechnica CTU Proceedings |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/10208 |
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