中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Wireline plus Wireless Networking Remote Monitoring Technology for Analysing the Unloading Deformation Characteristics of the Fractured Surrounding Rock Mass Induced by Underground Excavation

文献类型:期刊论文

作者Hu, Bin; Sheng, Jianlong; Li, Jing; Pan, Peng-Zhi; Zhang, Guangquan; Ye, Zuyang
刊名ADVANCES IN CIVIL ENGINEERING
出版日期2019
卷号2019页码:-
ISSN号1687-8086
DOI10.1155/2019/4242936
英文摘要Collapse or large deformation of fractured surrounding rock mass occurs frequently in underground tunnelling and results in many casualties and extensive property damage. This paper proposed a new type of remote telemetry system for monitoring the mechanical responses of underground tunnels during unloading. This system adopted both wired and wireless networking schemes, including a signal collection and transmission subsystem, a management analysis subsystem, and a remote receiving subsystem, in the tunnels. The application of this new approach in a subway tunnel indicated that the complete unloading performance of a surrounding rock mass can be captured in real time and high frequency using this method, recording the deformation of the surrounding rock, the stress in the bolts, and the stress in the shotcrete between the surrounding rock and steel arch. The in situ experimental study also found that deformation of the fractured surrounding rock mass in the Dashizi Tunnel showed a step-like fluctuating growth pattern. Additionally, the mechanical response of the surrounding rock mass during unloading tended to stabilize when the opening face was approximately 35 m away from the monitoring section, providing new ways to optimize the excavation process and support measure.
WOS研究方向Construction & Building Technology ; Engineering
语种英语
WOS记录号WOS:000506594900001
源URL[http://119.78.100.198/handle/2S6PX9GI/14855]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Wuhan Univ Sci & Technol, Sch Resource & Environm Engn, Wuhan 430081, Hubei, Peoples R China;
2.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Hu, Bin,Sheng, Jianlong,Li, Jing,et al. Wireline plus Wireless Networking Remote Monitoring Technology for Analysing the Unloading Deformation Characteristics of the Fractured Surrounding Rock Mass Induced by Underground Excavation[J]. ADVANCES IN CIVIL ENGINEERING,2019,2019:-.
APA Hu, Bin,Sheng, Jianlong,Li, Jing,Pan, Peng-Zhi,Zhang, Guangquan,&Ye, Zuyang.(2019).Wireline plus Wireless Networking Remote Monitoring Technology for Analysing the Unloading Deformation Characteristics of the Fractured Surrounding Rock Mass Induced by Underground Excavation.ADVANCES IN CIVIL ENGINEERING,2019,-.
MLA Hu, Bin,et al."Wireline plus Wireless Networking Remote Monitoring Technology for Analysing the Unloading Deformation Characteristics of the Fractured Surrounding Rock Mass Induced by Underground Excavation".ADVANCES IN CIVIL ENGINEERING 2019(2019):-.

入库方式: OAI收割

来源:武汉岩土力学研究所

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