Experimental study of airbag off-wall tunnels model under strike-slip fault dislocation

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Qiang Hui , Feng Gao , Xukai Tan , Xiaolong Che , Zhaoyang Xiong , Dongmei You
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Abstract

Tunnels are highly susceptible to structural damage induced by active fault dislocations. Current engineering practice offers limited effective protection measures against large-magnitude fault displacements. To address this issue, this study proposes an off-wall lining system integrated with airbag technology for tunnels traversing active fault zones. The structural assembly consists of four main components: the outer lining, the airbags, the inner lining, and the abutments. The outer lining acts as the primary support, while the inner lining encloses the operational tunnel space. Circumferentially arranged airbag units occupy the annular gap between these structures. The abutments provide dedicated spaces for airbag maintenance and personnel access, while also enhancing structural stability. To evaluate the performance of this novel system under various configurations, three series of dislocation experiments were conducted using a self-designed biaxial dislocation testing platform. A three-dimensional finite element model was developed and validated. Comparative analysis of three anti-dislocation structural systems was performed. Experimental results indicated that tunnel structures underwent significant bending moments and shear forces under strike-slip fault dislocations. The airbag-off-wall system effectively safeguarded the main tunnel structure during fault events. During minor dislocations, the airbag reinforcement considerably enhanced the compressive stiffness of the system. Under large dislocations, the pressure-regulated airbags mitigated direct damage transfer to primary structural elements through active pressure relief. The inner lining maintained structural integrity even under a model dislocation of 50 mm (equivalent to 2.5 m at prototype scale). However, transient pressure spikes caused by delayed relief led to localized stress concentrations. A rapid airbag pressure release mechanism can alleviate the risk of inner lining cracking.
走滑断层位错作用下安全气囊离壁隧道模型试验研究
隧道极易受到活动断层位错引起的结构破坏。目前的工程实践对大震级断层位移的有效保护措施有限。为了解决这一问题,本研究提出了一种结合安全气囊技术的下壁衬砌系统,用于穿越活动断层带的隧道。结构组件由四个主要部分组成:外层衬里、安全气囊、内层衬里和基台。外层衬砌作为主要支撑,而内层衬砌则包围了操作隧道空间。环形布置的安全气囊单元占据这些结构之间的环形间隙。桥台为安全气囊维护和人员访问提供了专用空间,同时也提高了结构的稳定性。为了评估该系统在不同构型下的性能,在自行设计的双轴位错测试平台上进行了三组位错实验。建立了三维有限元模型并进行了验证。对三种抗位错结构体系进行了对比分析。实验结果表明,在走滑断层位错作用下,隧道结构产生了较大的弯矩和剪切力。安全气囊离壁系统在故障发生时有效地保护了隧道主体结构。在轻微位错时,安全气囊加固大大增强了系统的抗压刚度。在大的位错下,压力调节气囊通过主动泄压减轻了对主要结构元件的直接损伤转移。即使在模型错位50毫米(相当于原型尺寸的2.5米)的情况下,衬里仍保持结构完整性。然而,延迟释放引起的瞬态压力峰值导致局部应力集中。一个快速的安全气囊压力释放机构可以减轻内层开裂的风险。
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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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