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Model Experiment Study on Anti- explosion Characteristics of Underground Caverns Reinforced by External Cross-anchoring

机译:外交锚杆加固地下洞穴抗爆特性的模型试验研究

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The objective of this paper is exactly to assess the effect of anti-explosion for tunnels anchored outside under the condition of thin coating layer. To meet the similarity requirements, two groups of test models were made to simulate the responses of caverns under blast loading. It showed that: been anchored outside, displacements of the wall in caverns was decreased, so were the acceleration and compressive stresses with varying degrees, but the deformation stiffness and the overall stability were enhanced. This method does not take up space inside but it is beneficial to reduce the minimum thickness of protective layer and provides a new way to improve the anti-explosion performance for caverns under the conditions of thin coating layer.
机译:本文的目的是评估在薄涂层条件下锚定外部的隧道的抗爆炸的效果。为了满足相似性要求,制定了两组测试模型,以模拟洞穴下的洞穴响应。目前据认为:锚定外部,洞穴中的壁的位移下降,因此加速度和压缩应力具有不同程度,但增强了变形刚度和整体稳定性。这种方法没有占用空间,但是降低保护层的最小厚度是有益的,并提供了一种在薄涂层条件下提高洞穴的防爆性能的新方法。

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