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服役隧道仰拱上抬病害机理分析与整治措施OA

Mechanism Analysis and Treatment Measures for Inverted Arch Uplift in In-Service Tunnel

中文摘要英文摘要

针对服役隧道仰拱结构隆起和轨道板开裂病害的机理分析和整治问题,综合采用现场结构病害特征分析和室内试验相结合的研究方法,探究沪昆铁路某服役隧道仰拱隆起变形和轨道板开裂的病害机理;基于结构开裂病害特征和病害机理分析,提出"施作注浆锚管-基岩注浆-拆除并重构仰拱结构"的综合整治措施;采用该综合整治措施指导背景工程施工,监测并分析施工过程中基岩-仰拱接触应力演化规律.结果表明:基岩遇水膨胀变形是引起仰拱等支护结构局部抬升、结构内力增大和不均匀变形、开裂的主要原因;基岩承载力降低和局部高地应力挤压作用引发的应力集中,以及仰拱结构刚度和受力不均等因素,同样加剧了基岩-仰拱结构的非协调性变形、开裂风险;基岩和重构仰拱间接触应力呈阶段性发展规律,整体表现为先缓慢增大后逐渐收敛并趋于稳定;3个监测断面的基岩-仰拱接触应力均值分别为167.83,169.51和165.82 kPa,可确保隧道结构受力稳定和安全.结合病害机理分析采取的整治措施可有效防控服役隧道仰拱隆起和结构开裂,研究成果为类似工程病害的整治和预防提供了方案设计和工程应用借鉴.

To address the mechanism analysis and treatment of inverted arch uplift and track slab cracking in an in-service tunnel,a combined approach of field structural disease characteristic analysis and laboratory tests was adopted to explore the disease mechanism of inverted arch uplift deformation and track slab cracking in an in-service tunnel of the Shanghai-Kunming Railway.According to the analysis of structural cracking characteristics and disease mechanism,integrated treatment measures of"grouting anchor pipe installation-bedrock grouting and removal-reconstruction of inverted arch structure"was proposed.These measures were adopted to guide the construction of the background project,and the evolution laws of the contact stress between the bedrock and the inverted arch was monitored and analyzed during the construction process.The results indicated that:the expansion deformation of bedrock upon water exposure was the main cause of local uplift of the inverted arch and other supporting structures,leading to increased internal forces,uneven deformation,and cracking;factors such as bedrock bearing capacity reduction,stress concentration induced by local high in-situ stress,and uneven stiffness and stress distribution in the invert arch structure further exacerbated the risk of non-coordinated deformation and cracking in the bedrock-invert arch system;the contact stress between the bedrock and the reconstructed inverted arch showed a phased evolution pattern,initially increasing slowly and then gradually converging to stability.The average contact stresses at three monitoring sections were 167.83,169.51 and 165.82 kPa,respectively,which ensured the stability and safety of the tunnel structure.The treatment measures in combination with the disease mechanism analysis effectively prevented and controlled inverted arch uplift and structural cracking in the in-service tunnel.The research results provide a design scheme and engineering application reference for the treatment and prevention of similar engineering diseases.

范胜元;加武荣;谢江胜;田思思;宋战平;刘博;李曙光

中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055||西安建筑科技大学 土木工程学院,陕西 西安 710055中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||中铁建科检测有限公司,陕西 西安 710016陕西省岩土与地下空间工程重点实验室,陕西 西安 710055||西安建筑科技大学 土木工程学院,陕西 西安 710055中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055中铁二十局集团有限公司 博士后工作站,陕西 西安 710016||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055

交通工程

服役隧道围岩膨胀仰拱抬升机理分析病害整治

In-service tunnelSurrounding rock expansionInverted arch removalMechanism analysisDisease treatment

《中国铁道科学》 2026 (2)

175-185,11

国家自然科学基金资助项目(52178393)中国博士后科学基金资助项目(2024M763843)陕西省创新能力支撑计划项目(2020TD-005)优博基金资助项目(2021XYBPY002)

10.3969/j.issn.1001-4632.2026.02.15

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