Force analysis of slope reinforced by Frame-Anchor-Support-Structure based on improved horizontal slice method.
As a flexible support structure commonly used in slope stabilization and management, the Frame-Anchor-Support-Structure (FASS) is of great significance in studying the actual stress situation to ensure the safety of slopes. In this paper, based on the traditional horizontal slice method, utilizing t...
Saved in:
Main Authors: | Guang-Wen Fang, Fei Guo, An-Ping Huang |
---|---|
Format: | Article |
Language: | English |
Published: |
Public Library of Science (PLoS)
2025-01-01
|
Series: | PLoS ONE |
Online Access: | https://doi.org/10.1371/journal.pone.0317361 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis on Deformation Failure and Structural Mechanical Characteristics of Multistage Loess Slope Supported by Frame Structure with Anchors
by: Kui-bin Yang, et al.
Published: (2022-01-01) -
Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
by: Wei-na Ye, et al.
Published: (2020-01-01) -
Stability Calculation Method of Slope Reinforced by Prestressed Anchor in Process of Excavation
by: Zhong Li, et al.
Published: (2014-01-01) -
Dynamic responses characteristics of bedrock and overburden layer slope with anchored frame piles based on shaking table test
by: Lei Wang, et al.
Published: (2025-02-01) -
Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope
by: Xuhe Gao, et al.
Published: (2020-01-01)