Mechanical Response and Control Measures of Pile Foundations under Close-Range Shield Tunneling in Water-Rich Sandy Pebble Strata
By relying on the foundation engineering of pile foundations for the Chengdu Metro Line 27 shield tunneling through interchange bridges, three-dimensional numerical simulation results are used to verify field measurements. This study investigates the horizontal displacement, vertical displacement, a...
Saved in:
Main Authors: | Yanpeng Du, Peng Zhang, Jiabing Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2024-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2024/4364716 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effect of retaining wall leakage on the deformation behavior of foundation pit in water-rich sandy strata
by: Mingming QIU, et al.
Published: (2025-01-01) -
Disaster-Causing Mechanism of the Continuous Failure of Deep Foundation Pits in Tropical Water-Rich Sandy Strata
by: Ping Lu, et al.
Published: (2024-12-01) -
Research on Shield Tunnelling Parameters Correlation in Composite Strata
by: Ziqi Guo, et al.
Published: (2022-01-01) -
Adaptability of the Cutter-Head of the Earth Pressure Balance (EPB) Shield Machine in Water-Rich Sandy and Cobble Strata: A Case Study
by: Chaodong Wan, et al.
Published: (2020-01-01) -
Protection Measures for Shield Tunneling Closely Under-passing Operating Metro Tunnels in Water-rich Soft Soil Area
by: MA Xifeng, et al.
Published: (2025-01-01)