爆炸作用下地面振动速度下地下结构安全距离的研究

Sangjin Park, J. Kang, Young Jun Park
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引用次数: 1

摘要

随着城市面积的扩大和基础设施的建设,考虑在弹药库下方或附近建造的地下结构的稳定性的必要性增加了。然而,关于意外爆炸对地下结构影响的研究很少。本文提出了地下结构稳定性评价方法,并通过实例验证了该方法的适用性。利用AUTODYN和SPACECLAIM进行了结构和岩土力学建模,模拟了爆炸效果,计算了振动速度。通过实例分析得出,在地下70m处建造的地下结构受模拟爆炸影响较小。该方法可用于地下弹药库的设计和周期性振动对地下设施稳定性的影响分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Study on the Safety Distance of Underground Structures in Asepct of Ground Vibration Velocity due to Explosions
The necessity to consider stability of underground structures constructed below or adjacent ammunition depots has been increased since the expansion of urban area and construction of infrastructure. However, there are a few studies on influence of accidental explosion on underground structures. In this study, the process of assessing the stability of underground structures is suggested and its applicability is verified through the case study. AUTODYN and SPACECLAIM are used to execute the structure and geotechnical modelling, and explosion effect is simulated and vibration velocities are calculated. According to the result of this case study, it is concluded that underground structure constructed 70m below ground might be rarely influenced by the simulated explosion. The process used in this study could be used to design the underground ammunition complex and analyse the stability of underground facilities being influenced by periodical vibration.
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