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New Diamond Layout Method for Tunnel Displacement Monitoring
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Wen-biao LI1, Yi-hu SHI2a, Wei-hao LIU2a, Yun-long GAO1, Cong-rui ZHANG2a, 2b, Hai-tao DOU1, Kakar SAMI2a, 2b, Zhong-lun ZHANG3
Blasting | 2024, 41(1) : 178 - 185
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Blasting | 2024, 41(1): 178-185
BLASTING SAFETY
New Diamond Layout Method for Tunnel Displacement Monitoring
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Wen-biao LI1, Yi-hu SHI2a, Wei-hao LIU2a, Yun-long GAO1, Cong-rui ZHANG2a, 2b, Hai-tao DOU1, Kakar SAMI2a, 2b, Zhong-lun ZHANG3
Affiliations
  • 1.China Railway SiYuan Survey and Design Group Co., Ltd., Wuhan 430063, China
  • 2a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
  • 2b.Key Laboratory of Mineral Resources Processing and Environment of Hubei Province, Wuhan University of Technology, Wuhan 430070, China
  • 3.CNBM Technology Innovation Academy (Shandong) Co., LTD., Zaozhuang 277100, China
Published: 2024-03-01 doi: 10.3963/j.issn.1001-487X.2024.01.024
Outline
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A monitoring method based on the characteristics of weak grating sensors is proposed for long-term monitoring of the uneven settlement and horizontal displacement of segments in shield subway tunnels during the operation period. The cable type weak grating sensor is fixed on the wall of the shield tunnel in a diamond patten after prestretching. By monitoring the deformation of the weak grating sensor, the tunnel deformations corresponding to different tunnel structure modes can be distinguished and calculated to meet the real-time and precision requirements for engineering. According to the similarity ratio principle, a 1∶5 tunnel displacement model is designed and manufactured to simulate the local expansion, settlement and horizontal displacement of the tunnel segments. The grating sensors are also fixed on the wall surface of the tunnel model. Sensitivity tests of the weak grating sensors are first conducted before displacement monitoring. Then, the weak grating monitoring results with different diamond layout angles are compared. The following step is to monitor the vertical settlement and horizontal displacement of the tunnel model, which are compared with the actual displacement values. The results show that the strain of weak grating with the diamond layout is larger than that with a linear layout under the same settlement condition, which means the sensitivity of the diamond layout method to settlement change is better than that of traditional linear layout. Furthermore, 10°~20° is the optimal angle interval of the diamond layout for weak grating, for the monitoring result error is low. Additionally, the inversion equation of weak grating wavelength change and segment displacement is established based on the test data of diamond layout with an angle of 15°.

shield segment  /  deformation  /  weak grating sensor  /  diamond layout  /  subway  /  operation period
Wen-biao LI, Yi-hu SHI, Wei-hao LIU, Yun-long GAO, Cong-rui ZHANG, Hai-tao DOU, Kakar SAMI, Zhong-lun ZHANG. New Diamond Layout Method for Tunnel Displacement Monitoring[J]. Blasting, 2024 , 41 (1) : 178 -185 . DOI: 10.3963/j.issn.1001-487X.2024.01.024
  • Major Scientific and Technological Innovation Project of Shandong Province(2019JZZY020314)
  • Major project of Technological Innovation Plan of Hubei Province(2022BEC040)
  • Key research projects of China Railway SiYuan Survey and Design Group Co., Ltd.(2020K173)
  • Collaborative innovation fund of Inorganic functional materials and intelligent manufacturing innovation and entrepreneurship community of Shandong Province(WJGTT-XT5)
Year 2024 volume 41 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.01.024
  • Receive Date:2022-06-07
  • Online Date:2026-03-20
  • Published:2024-03-01
Article Data
Affiliations
History
  • Received:2022-06-07
Funding
Major Scientific and Technological Innovation Project of Shandong Province(2019JZZY020314)
Major project of Technological Innovation Plan of Hubei Province(2022BEC040)
Key research projects of China Railway SiYuan Survey and Design Group Co., Ltd.(2020K173)
Collaborative innovation fund of Inorganic functional materials and intelligent manufacturing innovation and entrepreneurship community of Shandong Province(WJGTT-XT5)
Affiliations
    1.China Railway SiYuan Survey and Design Group Co., Ltd., Wuhan 430063, China
    2a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
    2b.Key Laboratory of Mineral Resources Processing and Environment of Hubei Province, Wuhan University of Technology, Wuhan 430070, China
    3.CNBM Technology Innovation Academy (Shandong) Co., LTD., Zaozhuang 277100, China

Corresponding:

ZHANG Cong-rui (1991-), male, Ph. D, associate professor/Senior experimentalist, mainly engaged in the research of engineering safety monitoring technology, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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