Dynamic Behavior and Computational Investigation of Tunnel Blasting Subjected to Varying Geostresses
To examine the dynamic response of tunnel floor slabs subjected to blasting under varying stress conditions, a numerical model was developed to simulate blasting effects at different tunnel depths. This model integrated Hopkinson bar experiments conducted under confining pressure with the Riedel–Hie...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
MDPI AG
2026-05-01
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| سلاسل: | Modelling |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.mdpi.com/2673-3951/7/3/102 |
| الوسوم: |
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