Intelligent monitoring-based resilience assessment system for prefabricated underground structures based on restorability

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-04-01 Epub Date: 2025-01-20 DOI:10.1016/j.tust.2025.106411
Tong Qiu, Xiangsheng Chen, Wei Rao, Dong Su, Xiaohua Bao, Chengyu Hong
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Abstract

In the context of low-carbon strategies, China has joined the global leadership series of prefabricated underground structures (PUS). However, PUS faces significant challenges in construction, maintenance, and restoration subjected to multi-hazard impacts, particularly at the assembled joints. Addressing this research gap, this study focuses on the PUS life-cycle resilience based on joint restorability. The full-scale experimental studies were conducted on typical assembled joint of PUS and its restored specimen. Integrating experimental results with intelligent monitoring techniques, a resilience assessment framework for the PUS was proposed. The effectiveness of this framework was validated through a case study. Key findings include: (1) Even with minor restoration level undetected rotations, the assembled joint can rapidly reach major restoration thresholds after cumulative operational impacts. (2) Intelligent monitoring techniques enable rapid and accurate responses to restoration needs. It reduces recovery time and cost by more than 10 times, with a 52 % resilience enhancement compared to traditional techniques. (3) The proposed joint restoration technology enhances the yield and ultimate load-bearing capacities by 11.8 % and 7.9 %, respectively, primarily owing to the enhancement of interface bond strength. (4) Restored joints exhibit higher resilience under subsequent daily operations and extreme conditions. Compared to original assembled joints, restored joints show 29 % improvements in rotation tolerance at minor restoration thresholds. Along with 22 % resilience enhancement, the restored joint significantly reduces more than 90 % restoration costs. This study not only provides key restoration technologies and intelligent resilience management methods for the life-cycle resilience of PUS, but also has significant practical application value and resilience enhancement implications.

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基于可恢复性的地下装配式结构智能监测弹性评估系统
在低碳战略的背景下,中国已经加入了预制地下结构(PUS)的全球领导系列。然而,pu在施工、维护和修复方面面临着巨大的挑战,受到多种灾害的影响,特别是在组装接缝处。为了弥补这一研究空白,本研究将重点放在基于关节可恢复性的pu生命周期弹性上。对典型的pu组装关节及其修复标本进行了全尺寸实验研究。将实验结果与智能监测技术相结合,提出了一种pu弹性评估框架。通过案例研究验证了该框架的有效性。主要发现包括:(1)即使存在未检测到的轻微修复水平旋转,组装后的关节也可以在累积操作影响后迅速达到主要修复阈值。(2)智能监测技术能够快速准确地响应恢复需求。与传统技术相比,它将恢复时间和成本降低了10倍以上,恢复能力提高了52%。(3)联合修复技术使混凝土屈服和极限承载能力分别提高了11.8%和7.9%,主要是由于界面结合强度的提高。(4)修复后的关节在后续的日常操作和极端条件下表现出更高的弹性。与原始组装关节相比,修复后的关节在轻微修复阈值下的旋转公差提高了29%。伴随着22%的弹性增强,修复后的关节显著降低了90%以上的修复成本。本研究不仅为pu全生命周期恢复能力提供关键修复技术和智能恢复能力管理方法,而且具有重要的实际应用价值和增强恢复能力的意义。
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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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