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大跨非对称小净距隧道施工力学响应及其开挖顺序研究

钟健云 朱江伟 张营 柴建国 徐兵兵 刘晓林

森林工程2025,Vol.41Issue(1):174-184,11.
森林工程2025,Vol.41Issue(1):174-184,11.DOI:10.7525/j.issn.1006-8023.2025.01.014

大跨非对称小净距隧道施工力学响应及其开挖顺序研究

Study on Construction Mechanical Response and Excavation Sequence of Large Span Asymmetric Small Spacing Tunnel

钟健云 1朱江伟 2张营 3柴建国 3徐兵兵 3刘晓林3

作者信息

  • 1. 深圳市龙岗区建筑工务署,广东 深圳 518100
  • 2. 华东交通大学 江西省岩土工程基础设施安全与控制重点实验室,南昌 330013
  • 3. 中铁十八局集团有限公司,广东 深圳 518100
  • 折叠

摘要

Abstract

Based on the large-span asymmetric small-spacing tunnel project of Pingnan Road in Longgang District of Shenzhen,the internal force changes of tunnel lining are analyzed through on-site monitoring results.A finite element model is established to com-pare the arch settlement,the stability of the middle rock pillar and the lining stress of the tunnel under different construction se-quences.The results show that,the side arch waist and arch foot near the middle rock pillar are the structural instability points during the construction of large span asymmetric small spacing tunnel,and reinforcement treatment is needed in the construction.Compared with the large section first,when the small section of the tunnel is first,the arch settlement,lining bending moment and axial force of the large and small sections are reduced by up to 16.1%,10.6%and 12.5%,respectively,and the stability of the middle rock pillar is improved.The horizontal stress and vertical displacement are reduced by up to 16.7%and 28.3%,respectively,which is benefi-cial to the overall safety of the structure.Combined with the comparative analysis of field monitoring data and numerical results,the maximum errors of axial force and bending moment are controlled within 12.5%and 16.5%,respectively.The overall trend of nu-merical results is basically consistent with the field monitoring results,which verifies the accuracy and feasibility of the calculation model.Therefore,it is reasonable to follow the principle of'small section first,large section backward,and backward hole far away from the middle rock pillar area first'in the construction of large span asymmetric small spacing tunnel.

关键词

大跨非对称小净距隧道/数值计算/现场监测/开挖顺序/稳定性

Key words

Large span asymmetric small spacing tunnel/numerical calculation/field monitoring/excavation sequence/stability

分类

交通运输

引用本文复制引用

钟健云,朱江伟,张营,柴建国,徐兵兵,刘晓林..大跨非对称小净距隧道施工力学响应及其开挖顺序研究[J].森林工程,2025,41(1):174-184,11.

基金项目

国家自然科学基金项目(52368053). (52368053)

森林工程

OA北大核心

1006-8023

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