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河床冲刷对大断面水下隧道变形影响

王乐明 罗基伟 张宇亭 孟庆余 左殿军 马志富 安晓宇 孟毅 赵跃

岩土工程学报2024,Vol.46Issue(z1):107-111,5.
岩土工程学报2024,Vol.46Issue(z1):107-111,5.DOI:10.11779/CJGE2024S10002

河床冲刷对大断面水下隧道变形影响

Influences of riverbed erosion on deformation of large cross-section underwater tunnels

王乐明 1罗基伟 2张宇亭 2孟庆余 1左殿军 2马志富 1安晓宇 2孟毅 2赵跃2

作者信息

  • 1. 中国铁路设计集团有限公司,天津 300308
  • 2. 交通运输部天津水运工程科学研究院港口水工建筑技术国家工程研究中心,天津 300456
  • 折叠

摘要

Abstract

The riverbed erosion caused by runoff changes and sediment conditions has become a new problem for underwater tunnels during its long-term operation.The riverbed erosion overlying the tunnel can lead to changes in burial depth and load,which can cause significant uneven deformation and affect tunnel safety.This study focuses on the deformation response of large cross-section underwater tunnels caused by erosion.The centrifugal test method is used to study the deformation of tunnels caused by multiple erosions.According to the model tests,the internal lining increases the structural stiffness and resists deformation of tunnels caused by erosion unloading.The nonlinear growth of deformation with different erosion depths is analyzed.The muddy clay layer is unfavorable for deformation of tunnels during erosion development.The gap opening of shield segments caused by erosion is analyzed.The internal lining is beneficial for avoiding the disadvantage of segment opening.

关键词

盾构/水下隧道/河床冲刷/卸载/变形

Key words

shield tunneling/underwater tunnel/riverbed erosion/unload/deformation

分类

建筑与水利

引用本文复制引用

王乐明,罗基伟,张宇亭,孟庆余,左殿军,马志富,安晓宇,孟毅,赵跃..河床冲刷对大断面水下隧道变形影响[J].岩土工程学报,2024,46(z1):107-111,5.

基金项目

国家重点研发计划项目(2022YFB2602800) (2022YFB2602800)

国家自然科学基金青年基金项目(52308401) (52308401)

中国国家铁路集团有限公司科技研究开发计划项目(K2022G057) (K2022G057)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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