关于在热爆炸负载下的浅道挖掘中不同切割模式的振动机制的研究
Xiaolei Bao1, Shuo Yao2, Weiwei Wang2
1Hebei Chemical & Pharmaceutical College, Shijiazhuang, Hebei 050026, China.
ACS omega
|October 6, 2025
概括
大直径空洞切割 (LDC) 与单阶段形切割 (SWC) 相比,将地铁道爆炸振动显著降低58-59%. 这项研究为城市基础设施提供了先进的振动控制.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 控制振动,控制振动.
背景情况:
- 城市化推动了广泛的地铁建设,特别是在中国.
- 地铁道挖掘爆炸会产生振动,危及上面的结构和安全.
- 现有的减震方法需要进一步优化,以适用于浅地铁道.
研究的目的:
- 实验性比较大直径空洞切割 (LDC) 和单阶段切割 (SWC) 系统的振动缓冲效率.
- 分析这些系统在热爆炸负载下的阻尼机制.
- 为道爆炸中先进的振动控制提供经过验证的见解.
主要方法:
- 在模拟热爆炸负荷下对LDC和SWC系统进行比较实验分析.
- 数字模拟以阐明振动抑制机制.
- 应用经典理论来解释实验和模拟数据.
主要成果:
- 与SWC相比,LDC显示峰值振动速度减少了58-59%.
- 在空洞大小和粒子峰值速度 (PPV) 之间发现了直接正相关性.
- 通过模拟和理论,详细解释了缓冲机制.
结论:
- 大直径空洞切割 (LDC) 是一种优质的方法,用于减轻浅地铁道中爆炸引起的振动.
- 这些发现支持最不发达国家作为振动敏感城市环境的革命性基础设施技术.
- 这项研究提供了一种经过验证的方法,用于提高城市道项目的安全性和结构完整性.
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