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高校地质学报 ›› 2026, Vol. 32 ›› Issue (02): 152-159.DOI: 10.16108/j.issn1006-7493.2025033

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复杂地质条件下隧道收敛变形精细监测方法研究

汤子安1,张诚成1,郭君仪1,贾立翔2,施 斌1*   

  1. 1. 南京大学 地球科学与工程学院,南京 210023;
    2. 苏州南智传感科技有限公司,苏州 215123
  • 出版日期:2026-04-20 发布日期:2026-04-20

Investigation of Refined Monitoring Methods for Tunnel Convergence Deformation under Complex Geological Conditions

TANG Zian1,ZHANG Chengcheng1,GUO Junyi1,JIA Lixiang2,SHI Bin1*   

  1. 1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China;
    2. Suzhou Nanzee Sensing Technology Co., Ltd, Suzhou 215123, China
  • Online:2026-04-20 Published:2026-04-20

摘要: 隧道收敛变形作为围岩与支护结构相互作用的外在表征,其动态演化直接反映围岩稳定性和支护体系的承载效能,是监测的重点。传统监测方法依赖人工观测和简单仪器,很难在精确度和连续性达到监测要求,难以满足复杂地质条件下的高精度和实时监测需求。分布式光纤传感技术凭借其距离长、耐久性好、抗干扰能力强和能达到实时监测等优势,为隧道收敛变形的精细化监测提供了新的技术手段。文章提出了一种新的监测隧道环向收敛的分布式光纤布设方法和应变—位移反演算法,并通过室内模型试验验证了其可行性和准确性。研究结果表明:该方法能够通过应变曲线准确识别变形位置和整体受力状态,揭示隧道变形规律和发展模式;双缆布设方式减少了计算假设条件,能够将监测数据直接转化为监测点位移,具有简单高效、精度可靠的优点;监测方法的误差主要与布设装置的设计和安装精度有关,优化装置设计,减少光路损耗,确保光缆稳定固定和精准测量,可以进一步提升计算精度。该研究成果为复杂地质条件下精细化隧道变形的监测提供了新方法。

关键词: 隧道监测, 收敛变形, 分布式光纤感测技术, 反演模型, 试验研究

Abstract: Tunnel convergence deformation is the key points of monitoring,serves as a critical indicator of the interaction
between surrounding rock and supporting structures, directly reflecting rock mass stability and the mechanical performance of the support system. Accurate and real-time monitoring of this deformation is essential, especially under the complex geological conditions. However, conventional monitoring techniques, which primarily rely on manual measurements and simple instruments, often fall short in precision and continuity. Distributed optical fiber sensing technology, with its advantages such as long distance, good durability, strong anti-interference ability and the ability to achieve real-time monitoring, provides a new technical means for the precise monitoring of tunnel convergence deformation. This study presents a novel method for distributed fiber optic sensingbased monitoring of tunnel circumferential convergence, incorporating an optimized cable deployment strategy and a strain-todisplacement inversion algorithm. Laboratory model tests were conducted to validate the feasibility and accuracy of the proposed approach. The results demonstrate that the method can effectively identify deformation zones and assess the overall stress distribution based on strain profile analysis. The use of a dual-cable layout minimizes computational assumptions and enables direct conversion of strain data into point displacements, offering high efficiency and reliable accuracy. The monitoring accuracy is primarily influenced by the design and installation quality of the sensing setup. Enhancements in device stability, reduction of optical loss, and improved fixation techniques are shown to further increase measurement precision. The findings provide a novel approach for refined monitoring of tunnel deformation under complex geological conditions. 

Key words: tunnel monitoring, convergence deformation, distributed fiber optic sensing technology, inversion model;
experimental study

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