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地下工程远程在线遥测技术及在大狮子隧道的应用

冉曙光 江权 宋磊博 王百林 陈涛 刘挺 吕勇刚

岩土力学2017,Vol.38Issue(7):2137-2148,2156,13.
岩土力学2017,Vol.38Issue(7):2137-2148,2156,13.DOI:10.16285/j.rsm.2017.07.038

地下工程远程在线遥测技术及在大狮子隧道的应用

Remote online monitoring technology for underground engineering and its application to Dashizi tunnel

冉曙光 1江权 1宋磊博 1王百林 2陈涛 2刘挺 2吕勇刚3

作者信息

  • 1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉430071
  • 2. 宁波市高等级公路建设指挥部,浙江宁波315100
  • 3. 中交公路规划设计院有限公司,北京100082
  • 折叠

摘要

Abstract

In recent years,the mountain tunnel collapse accidents occur frequently in China,which results in heavy casualties and huge property damage.Hence,the real-time field monitoring of surrounding rock stability and the early safety warning have become one of the key issues in current mountain tunnel constructions.Firstly,this paper clarified all the relating concepts of the remote online monitoring technology,including its signal collection,transmission and background processing principle,focus control system (FCS) and general packet radio service (GPRS).Then,a new type of tunnel remote telemetry system was proposed.The system adopted the wired and wireless networking schemes in the tunnels,including the signal collection and transmission subsystem,the management analysis subsystem and the remote receiving subsystem.Finally,the system was applied to Dashizi tunnel with the high-risk collapse,the longest road tunnel in Ningbo.All-weather real-time high-frequency monitoring was recorded,including the deformation of surrounding rock,the stress of bolts,and the shotcrete stress between surrounding rock and steel arch.In addition,server + client mode was employed to achieve a high-speed transmission of remote data and multi-unit real-time monitoring.The obtained time-history curves (i.e.,deformation,stress and pressure) were analyzed.It indicates that the deformation of surrounding rock of Dashizi tunnel shows a change of the step-like fluctuation and exhibits a mutation after blasting excavation.Meanwhile,it is found that the deformation of surrounding rock and the pressure of the shotcrete layer are greatly affected by the tunnel excavation disturbance.However,the overall trend of change basically undergoes rapid change at the early stage,a slow change at the middle stage and the gradual stability at the late stage.Through the remote online monitoring of the tunnel for nearly one year,it shows that the technology can realize the long-range telemetry and unattended warning of the stability of underground engineering surrounding rock,which has great application prospect.

关键词

隧道/远程监测/智能传感器/现场总线系统/实时预警

Key words

tunnel/remote monitoring/smart sensor/fieldbus control system/real-time warning

分类

交通工程

引用本文复制引用

冉曙光,江权,宋磊博,王百林,陈涛,刘挺,吕勇刚..地下工程远程在线遥测技术及在大狮子隧道的应用[J].岩土力学,2017,38(7):2137-2148,2156,13.

基金项目

十三五国家重点研发计划(No.2016YFC0600707) (No.2016YFC0600707)

国家自然科学基金项目(No.51379202) (No.51379202)

中科院创新促进会项目(No.2013215).This work was supported by State Key Research Development Program of China (2016YFC0600707),National Natural Science Foundation of China (51379202) and the Fund of Youth Innovation Promotion Association CAS (20113215). (No.2013215)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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