Experimental Study of the Influence of Excavation Surface Stability and Sand Flowability Caused by Dense Slurry–Earth Pressure Balance Shield Tunneling in Silty Sand Stratum
Silty sand is highly permeable and has a large internal friction angle. To ensure the stable and efficient construction of the Earth pressure balance (EPB) shield in silt stratum, it is necessary to reduce the disturbance to the stratum during tunneling and reduce the risk of spewing and blocking du...
Saved in:
Main Authors: | Yongjin Qian, Fanlu Min, Zhenze Mo, Xihui Fan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8883190 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Stability Study of Shield Tunnel Excavation Face Induced by Shield Chamber Pressure Entering in Shallow-Buried Sand Stratum
by: GE Jun
Published: (2025-01-01) -
Measured Analysis on Surface Deformation and Influence of Cutter Torque for Twin Shield Tunnelling in Silty Sand
by: Yuqing Dong, et al.
Published: (2022-01-01) -
Analysis of Silty Sand Characteristics in the main Rivers in Hunan Province
by: XIAO Zhi-hong, et al.
Published: (2007-01-01) -
Probe into Silty Sand Control Problem in Sanmenxia Water Project
by: LIU Hong-bin, et al.
Published: (2007-01-01) -
Analysis of Influencing Factors and Mechanism of Strength of Cement-Modified Silty Sand
by: Weidong Jin, et al.
Published: (2021-01-01)