The Analysis of Time-Space Effect of Surrounding Rock Deformation of TBM Tunnels in Deep Composite Stratum with or without Support
In view of difficult problems such as excavation, segment simulation, deformation, and force measurement in the small-scale model testing of deep composite stratum TBM tunnel, the TBM simulation experimental device, the model segment ring prefabrication device, and the digital photogrammetry technol...
Main Authors: | Xiaoming Sun, Chao Ren, Junchao Yuan, Jianming Du, Jinshan Liu, Bo Guo |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/5494192 |
Similar Items
-
Prediction of the geological indicators in TBM tunnel based on optimized proportion of surrounding rock grades
by: Guo, W., et al.
Published: (2023) -
Anti Abrasive Additives for Hard Rock TBM Tunnelling
by: Valestrand, Anders J, et al.
Published: (2013) -
Distribution Features of the Minimum Rock Cover Thickness of the Surrounding Rock Self-Stability of the Metro Tunnel in the Soil-Rock Dualistic Stratum
by: Ziguang Zhang, et al.
Published: (2020-01-01) -
Specification of rock abrasiveness for the purposes of tunnel driving using TBM
by: Miklúová Viera, et al.
Published: (2000-09-01) -
Application of Distributed Optical Fiber Sensing Technology in Surrounding Rock Deformation Control of TBM-Excavated Coal Mine Roadway
by: Bin Tang, et al.
Published: (2018-01-01)