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Assessment of damage to an underground box tunnel by a surface explosion

机译:评估地面爆炸对地下箱形隧道的破坏

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Recently, external terrorist activities have become one of the most influential events on tunnel structure safety because of the absence of proper mechanisms to detect these events in time to take preventive action. The present study used ANSYS/LS-DYNA software to investigate the damage behaviour of an underground box frame tunnel caused by a surface explosion of a sedan, van, small delivery truck (SDT), and container carrying 227, 454, 1814, and 4536 kg, respectively, of TNT charge weight. The Arbitrary Lagrangian Eulerian (ALE) technique was used to simulate and monitor the propagation of the blast pressure waves into the soil. The validation results indicated that the pressure waves propagated into the soil as hemispherical waves, and the peak pressure values closely matched the predicted values of the technical design manual TM5.855-1, except for large distances. Therefore, an equation was derived to calculate the values of the peak pressure at large distances for each explosion case. Intensive parametric studies were conducted to evaluate the interaction between the explosive charge weight, the tunnel lining thickness and the burial depth, which has a significant effect on tunnel safety. The assessment of the damage levels using the single degree of freedom (SDOF) approach proved that the tunnel experienced little damage when the explosive charge is a sedan or van with a lining thickness of 250, 500 or 750 mm at burial depths of 4, 6, or 8 m. However, tunnel collapse occurred when the lining thickness was 250 mm, and the tunnel was subjected to an explosion of an SDT or container at all investigated depths, as well as the case for a lining thickness of 500 nun at a depth of 4 m for the container explosion. The tunnel lining with a thickness of 750 mm appeared to be highly resistant to the explosion of an SDT or container for all the investigated depths, and the best resistance was achieved at a depth of 8 m, which should be considered by designers to ensure the safety of an underground box tunnel when subjected to an incredible surface explosion.
机译:最近,由于缺乏及时发现并采取预防措施的适当机制,外部恐怖活动已成为影响隧道结构安全的最重大事件之一。本研究使用ANSYS / LS-DYNA软件研究了轿车,厢式货车,小型送货卡车(SDT)和运载227、454、1814和4536的集装箱的表面爆炸引起的地下箱形框架隧道的破坏行为分别为kg的TNT装料重量。任意拉格朗日欧拉(ALE)技术用于模拟和监视爆炸压力波向土壤中的传播。验证结果表明,压力波以半球形波的形式传播到土壤中,并且除了较大的距离外,峰值压力值与技术设计手册TM5.855-1的预测值非常匹配。因此,推导了一个公式来计算每种爆炸情况下大距离处的峰值压力值。进行了深入的参数研究,以评估炸药装药重量,隧道衬砌厚度和埋藏深度之间的相互作用,这对隧道安全性具有重要影响。使用单自由度(SDOF)方法对破坏程度的评估证明,当炸药为轿车或厢式货车时,衬砌厚度为250、500或750毫米,埋深为4、6时,隧道几乎没有受到破坏或8 m。但是,当衬砌厚度为250 mm时,隧道坍塌发生,并且在所有调查深度,SDT或容器都经历了爆炸,以及在4 m深度处衬砌厚度为500 nun的情况。集装箱爆炸。在所有调查深度处,厚度为750 mm的隧道衬砌似乎都具有很高的抗SDT或容器爆炸性的能力,并且在8 m的深度处获得了最佳的抵抗力,设计者应考虑确保该深度。遭受难以置信的地面爆炸时地下箱形隧道的安全性。

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