Spatial Deformation Calculation and Parameter Analysis of Pile–Anchor Retaining Structure
Scholars often consider the deformation of a foundation pit retaining structure as a significant indicator of its stability. However, the current theoretical prediction formula for pit with pile–anchorretaining structure deformation is not yet perfect. This study utilizes a simplified spatial deform...
Main Authors: | Quan Yin, Helin Fu, Yi Zhou |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-05-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/13/11/6637 |
Similar Items
-
A modified deformation coordination model for calculating the internal force of anchored piles
by: Yu Huang, et al.
Published: (2023-04-01) -
Numerical Study on the Effect and Mechanism of Supporting Pile Equivalent Calculation Methods in Pile–Anchor Support System
by: Xiaoyang Liu, et al.
Published: (2023-10-01) -
Cause Analysis and Countermeasure Study on Significant Deformation of Chengdu Metro Foundation pit Retaining Piles
by: Xue LI, et al.
Published: (2024-01-01) -
Simplified calculation method and stability analysis of top beam cooperative pile–anchor supporting slope structure
by: Tianzhong Ma, et al.
Published: (2022-09-01) -
Physical model test on the effect of different anchoring methods on the mechanical and deformation characteristics of anchored slide-resistant piles
by: Guihua Wang, et al.
Published: (2022-11-01)