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在爆炸负载下道初始支混凝土的累积损伤特征
Yan Zhao1,2, Zhuang Zhang1, Lijie Ge1
1Hebei University of Architecture, Hebei, 075000, China.
Scientific reports
|January 23, 2025
概括
监测了道施工期间的爆炸振动,揭示了随着爆炸而增加的累积损害,但以减少的速度. 设置振动速度值可以有效控制爆炸损伤.
科学领域:
- 地质技术工程 地质技术工程
- 道和地下建筑工程
- 振动监测 振动监测 振动监测
背景情况:
- 在道项目中的爆炸操作,比如北京-张家口高速铁路,会造成结构损坏的风险.
- 了解爆炸振动和声波的累积影响对于初始支的完整性至关重要.
研究的目的:
- 评估爆炸对高毛山道初始支的影响.
- 为了建立爆炸参数和累积损害之间的定量关系.
- 提出一种方法来控制爆炸引起的损害.
主要方法:
- 进行了包括爆炸振动监测和声波测试在内的实地实验.
- 用数据分析和曲线拟合来确定关键损坏参数.
- 使用数值分析验证了损伤范围和振动速度之间的关系.
主要成果:
- 初始支的爆炸振动速度与萨多夫斯基公式保持一致.
- 声波测试表明,随着更多的爆炸,累积损伤增加,但损伤增量减少.
- 更近的爆炸距离导致了更重要的累积损害效应.
结论:
- 累积伤害范围 (Rcr) 和临界爆炸振动速度 (PPVcr) 之间存在明显的指数关系.
- 建立振动速度值为量化控制道中爆炸损伤提供了一种可行的方法.
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