受内部沸腾液体膨胀蒸汽爆炸(BLEVE)影响的断层穿越公路隧道的性能和损坏评估

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ruishan Cheng , Wensu Chen , Hong Hao
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引用次数: 0

摘要

在复杂岩层中修建的公路隧道可能会遇到岩石断层等不利地质构造。在工程实践中,对公路隧道周围的岩石断层进行灌浆或为隧道结构安装柔性接头已被广泛应用,以改善穿越断层的公路隧道的静载荷和地震载荷性能。然而,刚度低且强度可能较低的柔性接头可能会直接承受爆炸荷载,其抵抗爆炸荷载的性能尚未得到研究。在本研究中,对一个典型的断层穿越公路隧道抵抗由 20 立方米液化石油气(LPG)罐破裂引起的内部沸腾液体膨胀蒸汽爆炸(BLEVE)的能力进行了数值研究。计算并比较了在内部 BLEVE 作用下,有无灌浆和橡胶接头的过断层公路隧道的响应和剩余承载能力。结果发现,由于灌浆大大改善了受断层影响岩体的力学性能,而橡胶接缝则显著减弱了 BLEVE 引起的应力波在隧道衬砌内部的传播,因此这些综合措施大大增强了断层穿越公路隧道的 BLEVE 抵抗能力。此外,还进行了参数分析,以研究灌浆和橡胶接头配置对穿越断层公路隧道抗 BLEVE 能力的影响。还建立了考虑隧道残余承载力(RLBC)的破坏标准,以评估断层穿越公路隧道暴露于内部 BLEVE 后的坍塌风险和潜在坍塌区域。结果表明,通过增加灌浆厚度和安装更窄的橡胶接缝,可有效减少断层穿越公路隧道沿隧道纵向的潜在塌方区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance and damage assessment of fault-crossing road tunnel subjected to internal boiling liquid expanding vapor explosion (BLEVE)

Road tunnels constructed in complex rock strata may encounter unfavourable geological formations such as rock faults. Grouting into rock faults around road tunnels or installing flexible joints for tunnel structures have been widely used in engineering practice to improve the performance of fault-crossing road tunnels against static and seismic loads. However, flexible joints with low stiffness and likely low strength may be subjected to direct explosion loads and their performance in resisting blast loads has not been investigated. In this study, the resistance of a typical fault-crossing road tunnel to an internal Boiling Liquid Expansion Vapour Explosion (BLEVE) caused by the rupture of a 20 m3 Liquified Petroleum Gas (LPG) tank is numerically investigated. The response and residual load-bearing capacity of the fault-crossing road tunnel with and without the grouting and rubber joints under the internal BLEVE are calculated and compared. It is found that the combined measures greatly enhance the BLEVE resistance of the fault-crossing road tunnel due to the fact that grouting greatly improves the mechanical properties of the fault-affected rock mass, and the rubber joints significantly attenuate the BLEVE-induced stress wave propagation inside the tunnel lining. In addition, parametric analyses are conducted to investigate the effects of the grouting and rubber joint configurations on the BLEVE resistance of the fault-crossing road tunnel. Damage criteria considering the tunnel’s residual load-bearing capacity (RLBC) are also established to evaluate the collapse risk and potential collapse zone of the fault-crossing road tunnel after being exposed to internal BLEVE. The results show that the potential collapse zones of the fault-crossing road tunnel along the longitudinal direction of the tunnel can be effectively reduced by increasing grouting thicknesses and installing narrower rubber joints.

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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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