Structural Monitoring and Performance Assessment of Shield Tunnels during the Operation Period, Based on Distributed Optical-Fiber Sensors
The weak parts of shield tunnels are not obvious, so it is urgently necessary to implement distributed monitoring based on an advanced sensing method. As the horizontal loads at both sides of the shield tunnel present a type of symmetric distribution, the deformation parameters under the vertical lo...
Main Authors: | Tao Wang, Bin Shi, Yihuan Zhu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-07-01
|
Series: | Symmetry |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-8994/11/7/940 |
Similar Items
-
Deformation in settlement and grouting remediation of thickened larger-diameter metro shield tunnel in soft soil: A case study
by: Cirong Lu, et al.
Published: (2024-07-01) -
Model Test Study on the Influence of Ground Surcharges on the Deformation of Shield Tunnels
by: Gang Wei, et al.
Published: (2021-08-01) -
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou
by: Xiaolu Gan, et al.
Published: (2022-04-01) -
Study on Stratified Settlement and Weak Reflectivity Fiber Grating Monitoring of Shield Tunnel Crossing Composite Strata
by: Fucai Zhao, et al.
Published: (2023-01-01) -
Analysis of Settlement of Buildings Induced by Shield Tunnels Under Construction
by: Chaoqiang LIANG, et al.
Published: (2021-03-01)