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在役岩溶隧道衬砌水压分布及预警控制标准研究

樊浩博 陈宏文 赵东平 朱正国 赵梓宇 朱永全 高新强

岩土力学2024,Vol.45Issue(7):2153-2166,14.
岩土力学2024,Vol.45Issue(7):2153-2166,14.DOI:10.16285/j.rsm.2023.1338

在役岩溶隧道衬砌水压分布及预警控制标准研究

Study on lining water pressure distribution and early warning control standard of in-service karst tunnel

樊浩博 1陈宏文 2赵东平 3朱正国 2赵梓宇 2朱永全 4高新强4

作者信息

  • 1. 石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室,河北石家庄 050043||中国中铁二院工程集团有限责任公司,四川成都 610031
  • 2. 石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室,河北石家庄 050043
  • 3. 中国中铁二院工程集团有限责任公司,四川成都 610031||西南交通大学土木工程学院,四川成都6100312
  • 4. 石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室,河北石家庄 050043
  • 折叠

摘要

Abstract

With the frequent occurrence of heavy rainfall weather,the accidents of lining cracking,water leakage,and instability failure of in-service karst tunnels are becoming more prevalent.The accumulation of high water pressure behind the lining due to surface rainfall recharge is the primary cause of hydraulic disasters in karst tunnels.Monitoring and early warning for in-service karst tunnels are crucial methods to prevent such disasters.Taking the karst tunnel of Zhengzhou-Wanzhou railway as an example,similar model tests and seepage numerical simulations were conducted to investigate the water pressure distribution behind the lining and the uplift displacement of the lining under different karst morphologies.The research results provide a reference for the operational monitoring and early warning control standards of karst tunnels.The results indicate that when the recharge of surface rainfall exceeds the drainage capacity of the tunnel,a hydrodynamic pressure system of"surface recharge+tunnel drainage"will form behind the lining,making the bottom of the invert prone to accumulating high water pressure.When there are karst cavities and dissolution fracture zones in the strata,surface rainfall will lead to localized increases in water pressure on the lining,causing it to bear eccentric loads and further deteriorating the stress on the invert.Using the water pressure and uplift displacement at the invert center as the control basis,the monitoring and early warning levels for karst tunnel operation are classified into normal operation,temporary repair,speed limit rectification,and closure for rectification.The research findings can offer insights for the structural design optimization and monitoring and early warning of karst tunnels.

关键词

岩溶隧道/岩溶管腔/溶蚀裂隙带/衬砌水压力/预警控制标准

Key words

karst tunnel/karst cave/dissolution fracture zone/lining water pressure/early warning control standard

分类

建筑与水利

引用本文复制引用

樊浩博,陈宏文,赵东平,朱正国,赵梓宇,朱永全,高新强..在役岩溶隧道衬砌水压分布及预警控制标准研究[J].岩土力学,2024,45(7):2153-2166,14.

基金项目

国家自然科学基金青年基金资助项目(No.52108378) (No.52108378)

青年人才托举工程项目(No.2021QNRC001) (No.2021QNRC001)

河北省高等学校科学技术研究项目(No.BJK2023079).This word was supported by the National Natural Science Foundation for Young Scientists of China(52108378),the Young Elite Scientists Sponsorship Program by CAST(2021QNRC001)and the Science and Technology Project of Hebei Education Department(BJK2023079). (No.BJK2023079)

岩土力学

OA北大核心CSTPCD

1000-7598

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